Execution - Bpmis
A 140 B 270 C 145 D G 180 430 H 60 140 200x200mm COLUMN C2 12 12 250 250 400x1000x1000mm BASE B2 200x200mm COLUMN C2 11 200x200mm TYPICAL GROUND BEAM 11 200x250mm COLUMN C1 200x250mm COLUMN C1 250 250 400x1000x1000mm BASE B2 200x250mm COLUMN C1 10 10 500x1700x1700mm BASE B1 200x250mm COLUMN C1 200x250mm COLUMN C1 200x250mm COLUMN C1 200x250mm COLUMN C1 4 11 9 130 200x200mm COLUMN C2 6 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 400x1000x1000mm BASE B2 500x1700x1700mm BASE B1 200x250mm COLUMN C1 5 500x1700x1700mm BASE B1 200x250mm COLUMN C1 D 400 E 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 8 7 5 500x1700x1700mm BASE B1 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 200x250mm COLUMN C1 F 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 200x200mm TYPICAL GROUND BEAM 290 12 13 14 15 16 4 3 2 1 500x1700x1700mm BASE B1 200x250mm COLUMN C1 4 G 500x1700x1700mm BASE B1 290 500x1700x1700mm BASE B1 8 200x200mm TYPICAL GROUND BEAM 200x200mm TYPICAL GROUND BEAM 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 130 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 200x250mm COLUMN C1 5 19 x 16 310 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 345 200x200mm TYPICAL GROUND BEAM b sla 200x200mm TYPICAL GROUND BEAM 6 10 7 500x1700x1700mm BASE B1 230 200x200mm TYPICAL GROUND BEAM 230 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 200x250mm COLUMN C1 e ret onc kc thic mm 100 7 200x250mm COLUMN C1 55 8 B 9 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 200x200mm TYPICAL GROUND BEAM 500x1700x1700mm BASE B1 17 19 200x200mm TYPICAL GROUND BEAM 18 200x200mm TYPICAL GROUND BEAM 9 150 500x1700x1700mm BASE B1 6 150 500x1700x1700mm BASE B1 200x250mm COLUMN C1 3 200x250mm COLUMN C1 200x250mm COLUMN C1 200x200mm TYPICAL GROUND BEAM 2 200x200mm TYPICAL GROUND BEAM 2 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 180 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 200x250mm COLUMN C1 280 110 3 200x250mm COLUMN C1 200x250mm COLUMN C1 1 1 75 65 415 A 500x1700x1700mm BASE B1 340 C 170 500x1700x1700mm BASE B1 100 E 60 140 F H FOUNDATION STRUCTURAL PLAN REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Contenu du Format: Scale: Purpose: APPROBATION: EXECUTION FOUNDATION DETAILS PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: A 1 -1 DATE FEB/2018
B 140 270 C D 200x300mm TYPICAL BEAM BEAM A 145 G 180 430 140 12 250 200x300mm TYPICAL BEAM BEAM 250 11 11 200x250mm COLUMN C1 250 250 200x300mm TYPICAL BEAM BEAM 200x200mm COLUMN C2 200x250mm COLUMN C1 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 200x250mm COLUMN C1 200x250mm COLUMN C1 200x250mm COLUMN C1 200x250mm COLUMN C1 7 230 200x500mm TYPICAL BEAM BEAM 11 9 8 7 5 4 4 6 5 D 200x250mm COLUMN C1 F 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 4 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM G 200x250mm COLUMN C1 290 200x250mm COLUMN C1 200x200mm COLUMN C2 400 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x300mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x250mm COLUMN C1 130 12 13 14 15 16 17 3 200x250mm COLUMN C1 E 200x500mm TYPICAL BEAM BEAM 290 8 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x250mm COLUMN C1 b sla 200x250mm COLUMN C1 5 200x500mm TYPICAL BEAM BEAM 130 e ret onc kc thic mm 150 345 200x250mm COLUMN C1 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 6 18 19 19 x 16 310 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 55 200x250mm COLUMN C1 9 10 1 B 2 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 230 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 9 150 10 6 150 10 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 200x250mm COLUMN C1 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 200x500mm TYPICAL BEAM BEAM 2 180 2 200x250mm COLUMN C1 3 200x500mm TYPICAL BEAM BEAM 110 3 280 7 60 200x200mm COLUMN C2 12 8 H 200x250mm COLUMN C1 200x500mm TYPICAL BEAM BEAM 1 75 65 415 A REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT 200x250mm COLUMN C1 340 170 C 160 E TYPICAL UPPER FLOR STRUCTURAL PLAN NOTES 140 F H LEGEND Titre du Projet: Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Contenu du Format: Scale: Purpose: APPROBATION: EXECUTION TYPICAL UPPER FLOOR PAGE NO: GSPublisherEngine 0.0.100.100 1 A 1 -2 DATE FEB/2018
A 140 B 270 C 145 D G 180 430 H 60 140 250 12 250 12 250 11 250 11 150 10 150 10 Y10-@-200 B1 230 11 12 13 14 15 17 16 9 8 7 6 5 4 1 8 55 7 Y 1 0 -@ -2 0 0 B 1 345 Y 1 0 -@ -2 0 0 B 1 6 130 7 3 19 x 16 310 Y 1 0 -@ -2 0 0 B 2 8 18 19 10 2 230 Y 1 0 -@ -2 0 0 B 1 B 9 Y 1 0 -@ -2 0 0 B 1 Y 1 0 -@ -2 0 0 B 1 9 6 Y 1 0 -@ -2 0 0 B 2 Y 1 0 -@ -2 0 0 B 2 400 E 5 5 130 D F 4 4 Y10-@-200 B1 Y10-@-200 B1 2 2 Y 1 0 -@ -2 0 0 B 2 Y 1 0 -@ -2 0 0 B 2 180 3 280 110 3 290 Y 1 0 -@ -2 0 0 B 2 Y 1 0 -@ -2 0 0 B 2 Y 1 0 -@ -2 0 0 B 1 290 G 1 1 75 65 415 340 A 170 C E 160 140 F H BOTTOM REINFORCEMENTS BARS REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Contenu du Format: Scale: Purpose: APPROBATION: EXECUTION SLAB BOTTOM REBARS PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: A 1 -3 DATE FEB/2018
155 A B 140 270 C D 145 G 180 430 H 60 140 250 12 250 12 250 11 250 11 10 10 Y 10-@ -200 T 1 Y 10@ -200 T 2 150 145 150 150 271 11 12 13 14 15 16 17 8 7 6 5 4 3 9 130 55 8 Y 10-@ -200 T 1 Y 10-@ -200 T 1 7 2 19 x 16 310 Y 10-@ -200 T 1 7 10 180 Y 10@ -200 T 2 8 230 240 Y 10@ -200 T 2 1 284 230 Y 10-@ -200 T 1 B 18 9 19 9 6 6 345 Y 10@ -200 T 2 400 Y 10@ -200 T 2 100 355 330 400 542 Y 10@ -200 T 2 130 4 Y 10-@ -200 T 1 Y 10-@ -200 T 1 5 400 E 5 D F 4 290 288 290 G Y 10@ -200 T 2 Y 10@ -200 T 2 700 710 Y 10@ -200 T 2 Y 10-@ -200 T 1 110 3 280 2 280 2 3 660 330 180 Y 10@ -200 T 2 1 1 75 65 415 340 A 170 C 160 E 140 F H TOP REINFORCEMENT BARS REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Scale: Contenu du Format: Purpose: APPROBATION: EXECUTION SLAB TOP REBARS PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: A 1 -4 DATE FEB/2018
1280 1280 200 200 200 Stirrups T8/200mm 250 Stirrups T8/200mm 4T12 4T12 COLUMN'S DETAILS COLUMN'S DETAILS 960 960 200 200 200 Stirrups T8/200mm 250 Stirrups T8/200mm 4T12 4T12 COLUMN'S DETAILS COLUMN'S DETAILS 640 640 200 200 200 Stirrups T8/200mm 250 Stirrups T8/200mm 4T12 4T12 COLUMN'S DETAILS COLUMN'S DETAILS 4T16 4T12 320 320 200 200 200 Stirrups T8/200mm 250 Stirrups T8/200mm 4T20 4T12 COLUMN'S DETAILS COLUMN'S DETAILS 4T20 4T12 0.000 200 Stirrups T8/150mm 8Y20 -@-250 8Y20 -@-250 200 4T12 Stirrups T8/150mm 250 4T20 5Y16 -@-220 5Y16 -@-220 200 0.000 4T20 4T12 STUBCOLUMN'S DETAILS STUBCOLUMN'S DETAILS 400 -105 500 -105 2000 1000 8Y20 -@-250 5Y16-@-220 1700 1000 PLAN VIEW OF THE COLUMN'S FOOTING C1 REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT PLAN VIEW OF THE COLUMN'S FOOTING C2 NOTES LEGEND Titre du Projet: Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Scale: Contenu du Format: COLUMN AND FOOTING DETAILS PAGE NO: GSPublisherEngine 0.0.100.100 1000 C2 5Y16 -@-220 SECTION OF A COLUMN 1700 C1 8Y20 -@-250 SECTION OF A COLUMN Purpose: APPROBATION: EXECUTION A 1 -5 DATE FEB/2018
3Y16 SECTION A-A . 2Y16 . 2Y16 . 2Y16 . 2Y16 SECTION B-B A SECTION C-C C B 2Y16-A 15 2Y14-A 2Y16-B 2 35 2 2Y16-B SPAN 3 65 A SPAN 2 SPAN 1 415 340 B A C C E TRANSVERSALE SECTION OF THE BEAM .3Y16 .2Y16 . 3Y16 .3Y16 .2Y16 .2Y16 SECTION A-A SECTION B-B A B C 2Y16-A 1Y16-C 15 SECTION C-C 2Y14-A 1Y16-C A 35 A 1Y16-D 2Y16-B SPAN 3 SPAN 2 180 1 SPAN 1 415 A 1 340 B 2 285 C 5 150 7 E LONGITUDINALE SECTION OF THE BEAM REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Scale: Contenu du Format: B E A M & cantiliver slab details PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: Purpose: APPROBATION: EXECUTION A 1 -6 DATE FEB/2018
200mm thick Solid Concrete blocks Masonry On DPC (Load bearing wall) Plastered and painted 10mm thick x150mm high ceramic tile skirting 9mm ceramic tile 10mm thick x200mm high Cement mortar skirting 9mm thick Ceramic tiles On 50mm thick screeding On 150mm RC Slab BRC On DPM after antiterminte spreading On 50mm Blinding murram On 150mm Hardcore On a well compacted ground 200x200mm RCC Ground beam reinforced by 4T12 150 50 100 30 10 Floor construction 200 BRC A142 200X200mm Ring beam 400mm Wide Stones masonry wall 50X600mm Blinding concrete SECTION THROUGH A PLINTH WALL 2,300 100 1,000 1,000 1000 1,000 Transversal steel bars 6T10/m 10 9 7T10/m 11 4300 12 7 13 14 3,300 Main steel bars 7T12/m Transversal steel bars 6T10/m 3,300 6 5 3200 8 15 4 280 167 280 16 3 Main steel bars 7T12/m 7Ø10/m 17 2 18 1 REBAR BENDING SCHEDURE FOR THE STAIR CASE PLAN VIEW OF THE STAIR CASE REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Contenu du Format: Scale: Purpose: APPROBATION: EXECUTION STAIR & WALL SECTION DETAILS PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: A 1 -7 DATE FEB/2018
11 10 100 12 270 30 Roof floor 270 30 Third floor 270 30 Second floor 270 30 First floor Gound floor c c 155 145 250 20 230 12 250 20 225 25 11 10 External wall view REPUBLIC OF RWANDA WESTERN PROVINCE RUBAVU DISTRICT NOTES Modifications DATE 1:. 2:. 3:. 4:. 5:. 6:. 7:. 8:. 9:. 10:. . . . . . . . . . . ROPOSED RESIDENTIAL APPATMENT Proprietaire: D. Andre Aime DESIGNER PLOT NO LOCATION . RUBAVU EAACON Ltd DRAWING: STRUCTURAL DETAILS Contenu du Format: Scale: Purpose: APPROBATION: EXECUTION extenal wall DETAILS PAGE NO: GSPublisherEngine 0.0.100.100 LEGEND Titre du Projet: A 1 -1 DATE FEB/2018
STRUCTURAL DESIGN OF A Reinforced concreteRESIDENTIAL BUILDING “G 3 BUILDING” IDENTIFICATION PROVINCE: WESTERN PROVINCE DISTRICT: RUBAVU OWNER De BONNDT Aime Andre M. : Designed by: FEB , 2018 EAACON ltd
1 CONTENTS CONTENTS . 1 0. INTRODUCTION . 2 1. NOTATIONS . 3 2. ASSUMPTIONS . 4 3. LAYOUT OF OVERALL PLAN [STRUCTURAL ARRANGEMENT] . 6 4. CALCULATION AND DESIGN OF SLABS: Critical slabs . 7 5. CALCULATION AND DESIGN OF BEAMS: Transversal Critical beams . 10 6. CALCULATION AND DESIGN OF BEAMS: Longitudinal Critical beams . 19 7. CALCULATION AND DESIGN OF COLUMN: Critical internal columns . 27 8. CALCULATION AND DESIGN OF COLUMN: Critical columnsin wall . 31 9. CALCULATION AND DESIGN OF FAUNDATIONS: Critical internal foundations . 35 10. CALCULATION AND DESIGN OF FAUNDATIONS: Critical wall column foundations . 37 11. SUMMARIZED TABLE FOR STRUCTURAL DETAILING . 43 Designed by Eng: Nelson G. {muditinelson@gmail.com}
2 0. INTRODUCTION The aim of design is the achievement of an acceptable probability that structures being designed will perform satisfactorily during their intended life. With an appropriate degree of safety, they should sustain all the loads and deformations of normal construction and use and have adequate durability and resistance to the effects of misuse and fire. Once the building form and structural arrangement have been finalized the design problem consists of the following: 1. 2. 3. 4. 5. Idealization of the structure into loadbearing frames and elements for analysis and design Estimation of loads Analysis to determine the maximum moments, thrusts and shears for design Design of sections and reinforcement arrangements for slabs, beams, columns and walls using the results from 3 Production of arrangement and detail drawings and bar schedules This structural design process has been carried out under use of BS8110 design code of practice. Especially, computations have been made by use of BS 8110 based spreadsheets; publication produced by the Reinforced Concrete Council (RCC) as part of its project 'Spreadsheets for concrete design to BS 8110 and EC2'. Designed by Eng: Nelson G. {muditinelson@gmail.com}
3 1. NOTATIONS The symbolic notation used in this project is in accordance with the BS code of practice. Other symbols not defined here, have been defined alongside the particular place where they have been applied. A: cross section area L: span length Asmin: minimum required reinforcement section lx : short-span length B: width of foundation footing, Beam ly: long-span length b: width reinforced concrete section M: bending moment bf : width of flange in a beam p: perimeter bw : width of web of a flanged a beam qadm: bearing pressure C: cover Qk: imposed load d: effective depth of tensile reinforcement S: spacing of shear reinforcement H: depth of foundation V: shear force in concrete section fcu: characteristic yield strength of concrete at 28 days Øt: shear reinforcement diameter Ø: reinforcementdiameter fy: characteristic yield strength of steel B.S: British standard GK: dead load C.P: Code of Practice h: overall depth of a concrete section RC: Reinforced concrete hf: thickness of flange in a T-beam m.f: modification factor Designed by Eng: Nelson G. {muditinelson@gmail.com}
4 2. ASSUMPTIONS Design standards used Design standard used to determine section of steel bars of different structural elements of concerned building are BS 8110 Unities Volumetric load: kN/m3 Surface load: kN/m2 Linear load: kN/m Point load: kN Dead loads Roof structure: 1.5kN/m2 Reinforced concrete: 25kN/m3 Finishes: 1.0kN/m2 Masonry in burnt bricks: 18kN/m3 Coating in cement mortar: 20kN/m3 Masonry in cement blocks: 13.5kN/m3 Imposed load or live load 2kN/m2 Residential building: Cover conditions Slabs, beams and columns [mild condition]: 20mm Foundation pads [moderate condition]: 40mm Soil characteristics Sandy-gravel subsoil of unit weight: 18kN/m3 Allowable bearing pressure: 200kpa 200kN/ m2 Designed by Eng: Nelson G. {muditinelson@gmail.com}
5 Mix proportions [BS 5328-2] 350 kg/ m3 Mix ratio: Elasticity limit for construction materials Strength of reinforcement: Hot rolled mild steel: 250 N/mm2 High yield steel (hot rolled or cold worked): 420 N/mm2 Concrete ƒck: 25N/mm2 Partial safety magnification factors For dead load: 1.4 For live load: 1.6 Basic span-effective depth ration: 20.8 Designed by Eng: Nelson G. {muditinelson@gmail.com}
6 3. LAYOUT OF OVERALL PLAN [STRUCTURAL ARRANGEMENT] Faundations, columns, beams, slabs, stairs Frame layout: Designed by Eng: Nelson G. {muditinelson@gmail.com}
7 4. CALCULATION AND DESIGN OF SLABS: Critical slabs SLAB 2,5-A,C LAYOUT PLAN Designed by Eng: Nelson G. {muditinelson@gmail.com}
8 Calculation and design Designed by Eng: Nelson G. {muditinelson@gmail.com}
9 Designed by Eng: Nelson G. {muditinelson@gmail.com}
10 5. CALCULATION AND DESIGN OF BEAMS: Transversal Critical beams Beam 2 Layout Designed by Eng: Nelson G. {muditinelson@gmail.com}
11 Calculation and design Type: T beam Transverse Section of beam Breadth of the web, bw 200 mm L1 0.65m L2 4.15m L3 3.4m Nominal diameter 8 mm links and 16 mm for main bars Preliminary analysis The effective breadth bf of flanged beams is given in BS8110: In the absence of any more accurate determination this should be taken as: a) For T-beams: web width lz/5 or actual flange width if less; b) For L-beams: web width lz/10 or actual flange width if less; Where: lz is the distance between points of zero moment (which, for a continuous beam, may be taken as 0.7 times the effective span). A general bf for this continuous beam has been taken as: ( ) ( ) Span/effective depth ratio for a rectangular or flanged beam The basic span/effective depth ratios for beams are given in below. These are based on limiting the total deflection to span/250 and this should normally ensure that the part of the deflection occurring after construction of finishes and partitions will be limited to span/500 or 20 mm, whichever is the lesser, for spans up to 10 m. For values of bw/b greater than 0.3, linear interpolation between the values given in the table below for rectangular sections and for flanged beams with bw/b of 0.3 may be used. Designed by Eng: Nelson G. {muditinelson@gmail.com}
12 Where: bw: average web width of a flanged beam b:effective width of a rectangular beam, the effective flange width of a flanged beam or the total average width of the flanges. The overall depth of the beam is given by: The effective depth of the beam: Breadth of the web bw 200, For a long span 8 8 16 199.5mm Try d 250mm dt hf d 150 250 400mm h dt cover t 400 20 16 436mm h 500mm Loading areas The area of influence of the T-beam is given by: Load Surface span A of the beam FS 0.42m2 span A-C of the beam FS 11.77m2 span C-E of the beam FS 9.01m2 Designed by Eng: Nelson G. {muditinelson@gmail.com}
13 Designed by Eng: Nelson G. {muditinelson@gmail.com}
14 Computation Designed by Eng: Nelson G. {muditinelson@gmail.com}
15 Designed by Eng: Nelson G. {muditinelson@gmail.com}
16 Designed by Eng: Nelson G. {muditinelson@gmail.com}
17 Designed by Eng: Nelson G. {muditinelson@gmail.com}
18 Designed by Eng: Nelson G. {muditinelson@gmail.com}
19 6. CALCULATION AND DESIGN OF BEAMS: Longitudinal Critical beams Beam A Layout Designed by Eng: Nelson G. {muditinelson@gmail.com}
20 Calculation and design Type: T beam Transverse Section of beam Breadth of the web, bw 200 mm L1 1.8m L2 5.3m L3 3.45m L3 2.85m L3 1.5m Loading areas Load Surface span 1-2 of the beam FS 2.79m2 span 2-5 of the beam FS 10.16m2 span 5-7 of the beam FS 7.82m2 span 7-9 of the beam FS 2m2 span 9-10 of the beam FS 2.57m2 Designed by Eng: Nelson G. {muditinelson@gmail.com}
21 Computation Designed by Eng: Nelson G. {muditinelson@gmail.com}
22 Designed by Eng: Nelson G. {muditinelson@gmail.com}
23 Designed by Eng: Nelson G. {muditinelson@gmail.com}
24 Designed by Eng: Nelson G. {muditinelson@gmail.com}
25 Designed by Eng: Nelson G. {muditinelson@gmail.com}
26 Designed by Eng: Nelson G. {muditinelson@gmail.com}
27 7. CALCULATION AND DESIGN OF COLUMN: Critical internal columns Column A-5 Layout Column load-take down Designed by Eng: Nelson G. {muditinelson@gmail.com}
28 Designed by Eng: Nelson G. {muditinelson@gmail.com}
29 Computation Designed by Eng: Nelson G. {muditinelson@gmail.com}
30 Designed by Eng: Nelson G. {muditinelson@gmail.com}
31 8. CALCULATION AND DESIGN OF COLUMN: Critical columnsin wall Column C-11 Layout Designed by Eng: Nelson G. {muditinelson@gmail.com}
32 Column load-take down Designed by Eng: Nelson G. {muditinelson@gmail.com}
33 COMPUTATION Designed by Eng: Nelson G. {muditinelson@gmail.com}
34 Designed by Eng: Nelson G. {muditinelson@gmail.com}
35 9. CALCULATION AND DESIGN OF FAUNDATIONS: Critical internal foundations Foundation on column 5-A Layout Designed by Eng: Nelson G. {muditinelson@gmail.com}
36 Computation and design Designed by Eng: Nelson G. {muditinelson@gmail.com}
37 10. CALCULATION AND DESIGN OF FAUNDATIONS: Critical wall column foundations Foundation on column 11-C Layout Designed by Eng: Nelson G. {muditinelson@gmail.com}
38 Computation and design Designed by Eng: Nelson G. {muditinelson@gmail.com}
39 10. CALCULATION AND DESIGN OF STAIRS Critical stairs The of practice C P 110 give the standart using in the design of stairs Input Private building Public building Rise R Less than 220mm Less than 190mm Riser G Greater than 220mm Greater than 230mm Slope S Less 42 degree Less 38 degree - Less than 16 Number of rises/ span General design : 700mm G 2*R 550mm Designed by Eng: Nelson G. {muditinelson@gmail.com}
40 Designed by Eng: Nelson G. {muditinelson@gmail.com}
41 Computation Designed by Eng: Nelson G. {muditinelson@gmail.com}
42 Designed by Eng: Nelson G. {muditinelson@gmail.com}
43 11. SUMMARIZED TABLE FOR STRUCTURAL DETAILING STRUCTURAL ELEMMENT CATEGORIES REINFORCEMENT Spacing is expressed in cm DIMENSIONS All foundation pads C1 B1:8Y20@25, B2: 8Y20@25 B1:5Y16@22, B2: 5Y16@22 LxB 170cm x 170cm H 50cm LxB 100cm x 100cm H 40cm Principal: Links: Principal: Links: 4Y20 Y8@15 4Y12 Y8@15 hxb 20cm x25cm Principal: Links: Principal: Links: Principal: Links: Principal: Links: 4Y20 Y8@15 4Y12 Y8@15 4Y12 Y8@15 4Y12 Y8@15 hxb 20cm x25cm Principal: Links: Principal: Links: Principal: Links: Principal: Links: 4Y12 Y8@15 4Y12 Y8@15 4Y12 Y8@15 4Y12 Y8@15 hxb 20cm x20cm 1.Foundation pad All foundation pads C2 2. Subcolumn All subcolums C1 All subcolums C2 hxb 20cm x20cm 0 1st level 2ndlevel For the structural frame system 3rd level 4th level hxb 20cm x25cm hxb 20cm x25cm hxb 20cm x25cm 3.Column C2 1st level 2ndlevel 3rd level 4th level hxb 20cm x20cm hxb 20cm x20cm hxb 20cm x20cm 4. Beam All transversal beams Max moment (top): 2Y16 Min moment (btm): 2Y16 Links: Y8-25 Max moment (top): 3Y16 Min moment (btm): 3Y16 Links: Y8-25 H 50cm bw 20cm hf 15cm H 50cm bw 20cm hf 15cm All levels B1& B2: Y10@20 T1& T2: Y10@20 h 15cm All B: Y12@17 T: Y12@22.5 Landing:20cm Flight: 20cm All logitudinal beams 5. Slab 6. Staircase and ramp Designed by Eng: Nelson G. {muditinelson@gmail.com}
FOUNDATION STRUCTURAL PLAN 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 500x1700x1700mm BASE B1 . 200mm thick Solid Concrete blocks Masonry On DPC (Load bearing wall) Plastered and painted A1-7 STAIR & WALL SECTION DETAILS. GSPublisherEngine .100.100 Contenu du .
4. STRUCTURAL MEMBER DESIGN After determining the loads in each structural member, we designed those reinforced concrete members and steel trusses to safely withstand loads imposed upon them. We sized the members to optimize the cost vs. the strength. Below, there are detailed calculation notes of reinforced concrete members and steel truss .
Apr 10, 2013 · In software testing, symbolic execution is used to generate a test input for each execution path of a program. An execution path is a sequence of true and false, where a value of true (respectively fa
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Independent Project Analysis (IPA), a reputable project benchmarking company, state that project execution planning is the process of defining and documenting (via the Project Execution Plan) the approach to be followed in executing a capital project (Merrow, 2011). The Project Execution Plan must answer some basic questions, such as:
and provides a defined set of information about the execution of the deliveries within his perimeter of responsibility. The minimal requirements to the appointment BIM Execution Plan are specified in EN/ISO 19650-2:2018, chapter 5.4. The detailing of the (pre-apppointment) BIM Execution Plan depends on the project specific tendering process.
To levy the debtor’s bank account, you must ask the court to issue a writ of execution. This is a court order instructing the Sheriff to enforce your judgment in the county where the assets are located. Step 2a: Complete the Writ of Execution (EJ-130) form To levy a debtor’s bank account, you must ask the court to issue a writ of execution.
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The anatomy of the lactating breast: Latest research and clinical implications Knowledge of the anatomy of the lactating breast is fundamental to the understanding of its function. However, current textbook depictions of the anatomy of the lactating breast are largely based on research conducted over 150 years ago. This review examines the most .
