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Laser Mechanical Rock Drilling Process 135 Laser Laser-Mechanical Drill Bit CONFIDENTIAL AND PROPRIETARY 1111 Laser based drilling process developed for most ultra-hard crystalline rock: Granite: 25 ksi Basalt: 45 ksi- 60 ksi Travis Peak Sandstone: 35 ksi Dolomite: 35 ksi Limestone: 35 ksi Quartzite: 40 ksi Mechanical cutters scrape away the "soften" layer

8F 8C Time under stress, h ksi MPa ksi MPa ksi MPa ksi MPa ksi MPa 75 25 0.1 13 90 11 75 10 70 9.5 66 8.0 55 1 12 85 10 70 9.5 66 8.5 59 7.0 48 10 12 85 9.5 66 9.0 62 7.5 52 6.0 41 100 11 75 9.0 62 8.0 55 6.5 45 5.5 38 1000 11 75 8.5 59 7.5 52 6.0 41 5.0 34 212 100 0.1 11 75 7.5 52

strength was defined by the stress at 0.005 in/in strain. The recorded static yield strength varies between 28.7 ksi (198 N/mm2 ) and 36.2 ksi (250 N/mm2 ) for the flanges, and between 29.0 ksi (200 N/mmQ ) and 36.7 ksi (253 N/mm2 ) for the webs. Table 2 gives the test results. For most

Scissor Lift Calculations Stress 3.92 ksi Deflection 0.0031 in . Pillar Lift Calculations Stress 1.49 ksi Deflection 0.4675 in . Stress Analysis for Scissor Lift Figure (1) – Von Mises Stress Note: ksi value was limited to 6 ksi to show stress col

to astm a992 (fy 50 ksi minimum). miscellaneous steel, channels, and plate shall conform to astm a36, fy 36 ksi. 2. steel pipe shall conform to astm a53, type e or s, grade b, fy 35 ksi (min). structural tubing steel (noted "hss") shall conform to astm a500, grade b, fy 46 ksi (min). 3. anchor rods shall conform to astm f1554 grade 36. 4.

nyc.gov/dot 4 SAFETY DATA: PROJECT NEED 37 116 th St (5 Ave to Madison Ave): 8 KSI (persons killed or severely injured) 72 total injuries Total Injuries 2010-2014 Total KSI 2010-2014 35 5 3 All 3 KSI were pedestrian KSI at Madison Ave

Rolled Shapes and Channels.ASTM A572 or A992, Minimum yield strength of 50 ksi Miscellaneous Angles.ASTM A36, Minimum yield strength of 36 ksi "UAP" Channels.European Code EC3, Grade S-235JRG2, Minimum yield strength of 46 ksi Tubes.ASTM A500, Grade B, Minimum yield strength of 42 ksi .

a. Steel for poles shall conform to ASTM A572, Grade 50, fy 50 ksi, or ASTM A595, Grade A, fy 55 ksi. b. Base plate and steel bottom template ASTM A36, fy 36 ksi. d. Anchor bolts shall conform to ASTM F1554, Grade 105, fy 105 ksi. Coarse pitch thread will be allowed provided threads conform to designation: 06 UNC 2A (1.5 inch dia) 05 UNC 2A (1. .

Purlin and Girt Attachment Product Information Standard gauges: 12, 14 and 16 gauge. Available in either Red Oxide or Galvanized. Galvanized members meet ASTM A 653 with minimum yield of 55 ksi, minimum tensile of 70 ksi and G90. Red Oxide members meet ASTM A 1011 with minimum yield of 55 ksi, minimum tensile of 70 ksi.

a. prestressed box beam: 5 to 7 ksi b. prestressed I-beam: 5 to 7 ksi c. prestressed bulb-tee beam: 6 to 8 ksi An exception to the range shown above will be allowed for a higher strength if the higher strength can be documented to be of significant benefit to the project, it can be effectively

AISC Spec for Structural Steel Bldgs. ANSI/AISC 360-05: ACI 318. 2008 Edition: Structural Steel . ASTM A36 (All plates, bars, angles) (F-y 36 ksi) (Min. F-y for plates - 42 ksi) Structural Pipe : ASTM A53 Gd. B, A500 Gd. B (F-y 50 ksi for tower legs) Structural Tubing (HSS) ASTM A500

In-Plane Shear Strength – Longitudinal 12.2 ksi ASTM D7078 In-Plane Shear Strength – Longitudinal 620.8 ksi ASTM D7078 Interlaminar Shear Strength 6.4 ksi ASTM D2344 PROPERTY RESULT UOM STANDARD Density 126.7 lb/ft3 ASTM D792 Barcol Hardness 60 - ASTM D2583 Water Absorption 0.2 % ISO 62 Glass

(From Beer & Johnston 3rdEd, Fig. 10.18) 0 10 20 30 40 50 60 70 0 50 100 150 200 250 300 Slenderness Ratio (L/Rg) Unit Load (Pcr / A ksi) Sy 50.0 ksi Sy 14 ksi Steel Aluminum Critical Stress vs Slenderness The curves only depend on

SAE J403 C1004 - C1008 Base C1010 - C1022 0.75 Structural steel Structural steel 50 ksi min. yield 0.75 High-strength ASTM A1008 (SAE J1392) HSLA 50 ksi min. yield (XK or XLK) 2.00 HSLA 50 ksi (340 MPa) min. yield

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2. US Steel Sheet Piling Design Manual; reference manual for analysis Major Elements of the Cofferdam: 1. Steel Sheet Piling – A36-700, A572, Fy 50 ksi 2. Brace & Corner Brace – 18” DIA x ½” wt steel pipe pile, API 5L, Fy 50 ksi 3. Wale Beam – W36x135, A572, Fy 50 ksi Analysis Methods for the Cofferdam: 1.

ACI 318-77 60 ksi ACI 318-89 (Revised 1992) 60 ksi ACI 318-95 60 ksi (up to stress corresponding to 0.35 percent strain) Table 1. Allowable Yield Strength for Wire Reinforcement Based on ACI 318-XX. One of the main advantages of using WWF is that it may be fabricated with whatever

As with other fiber-reinforced polymers, BFRP is a composite of fibers embedded in a polymer matrix. Although elevated temperatures have little effect on the basalt fibers, the . tensile strength (ksi) Average tensile modulus (ksi) Average strain at failure Average shear strength (ksi) GatorBar BFRP 0.375 163.4 6,885 0.0237 28.8 Aslan 100

ASTM D3039 Ksi (MPa) 468 (3227) 476 (3282) - - 90 Tensile Strength F 2t ASTM D3039 Ksi (MPa) 9.70 (66.9) 10.3 (71) - - 0 Tensile Modulus E 1t ASTM D3039 Msi (GPa) 22.8 (157) 22.5 (155) - - 90 Tensile Modulus E 2t ASTM D3039 Msi (GPa) 1.30 (8.96) 1.20 (8.27) - - 0 Compressive Strength F 1C ASTM D6641 Ksi (MPa) 201 (1382) 201 (1387) - -

stal czarna malowana, stal szlifowana, szkło / black painted steel, inox tainless steel, glass / Schwarzstahl gestrichen, Edelstahl, Glas / черная сталь с окраской, нержавеющая сталь, стекло / černý plech, nerez, sklo / tôle noire, tôle poncée,

materiał: stal czarna malowana proszkowo, stal szlifowana Kamienie ozdobne mogą być umieszczone zarówno w biokominkach wiszących, jak i stojących. Doskonale podkreślają ich wygląd i dodają uroku. Są odporne na wysokie temperatury. Kolor biały. Bezpieczna i funkcjo-nalna zapalarka z możliwością regu-lacji płomienia oraz .

high-strength steels heat treated to over 1400 MPa (200 ksi) yield strengths have much higher fatigue strengths than aluminum alloys with 480 MPa (70 ksi) yield strengths.

Low alloy ferritic steels, C 0.25%wt Low alloy weldable general structural steels 45 UTS 85 A 573 Gr. 58 UTS 60 ksi P3 Ferritic & ferritic/pearlitic steels, C 0.25%wt Weldable general structural steels Case hardening steels 60 UTS 90 5115 UTS 80 ksi P4 Low alloy general structural steels

Aug 22, 2019 · TECHNICAL DATA SHEET: THREADED RD PLAIN, INC, GALVANIED STAINLESS STEEL Doc: Threaded Rod TDS Version Date: 08/22/19 Page 2 of 7 www.allfasteners.com Customer Service 800 577 3171 ZINC PLATED THREADED ROD Grade Tensile, ksi Yield, min, ksi Elong %, min A 60 min - 18 B 60 - 100 - 18 C

5154-H34,5086-H32, 5456-H321,and 5454-H34 alloys in Vz in. thick as-welded butt joints, despite a range of tensile strengths from 38 to 51 ksi, and a corresponding yield strength range from 19 to 28 ksi. Person10 reported that the fatigue strength of 5083, 5456, and

SECTION5: CONCRETE STRUCTURES 5-2 CDOT Bridge Design Manual April 2021 5.3.1.2 Precast Concrete Shop produced precast concrete girders shall be Class PS concrete and shall be limited to the following maximum design strengths: f’ci 6.5 ksi f’c 8.5 ksi Plans shall show minimum strengt

elastic modulus of the investigated concrete were approximately 4970 psi, 410 psi, and 4120 ksi for cast-in-field samples and 4470 psi, 450 psi, 3550 ksi for core samples, respectively. The drying shrinkage wa

American Foundrymen’s Society ASTM A536 Grade 100-70-03 Ductile Iron ASTM A536 Grade 100-70-03 Ductile Iron The 100-70-03 ductile iron is a high strength alloy (100 ksi ultimate and 70 ksi yield) that can easily meet the mechanical requirements of the coupler. The ductility is limited to 3%. The fatigue limit of the 100-70-03 alloy

APE D30-42, HP 14 x 73 1 - Reported reference at El. 741.1 2 - Mud line at El. 718.1 CSX (ksi) Max Measured Compr. Stress CSB (ksi) Compression Stress at Bottom 30 40 50 60 70 80 90 0 10 20 30 40 50 60 0 10 20 30 40 50 60 1 EMX (k-ft) Max Transferred Energy STK (ft) O.E. Diesel Hammer Stroke

Cast in Place Roof Anchor Cast into concrete slabs at the time of concrete placement for a single, streamlined assembly. Stainless Steel: Type 304 (FY 30 KSI) SS Threaded Rod: Type 304 (FY 50 KSI) PEAK RA-4700-CJ Concrete Joist Wrap Anchor Engage joists, bolts and underside

AWS A5.1 or A5.5, E70XX AWS A5.17 F7X EXXX flux electrode combination AWS A5.18, E70S-X or E7OU-1 AWS A5.20, E70T-X b) For connected members both having a specified minimum yield strength of 36, ksi (250 MPa) or one having a specified minimum yield strength of 36 ksi (250 MPa) and the other having a specified minimum yield strength greater than .

How To Use The Column Load Tables Example 1 Design the lightest 6-inch square ERW HSS column of F y 46 ksi (ASTM A500 Gr. B) to support a factored concentric load of 148 kips. The largest effective length, KL, is 16 feet. Enter the Fy 46 ksi table (page 9) for the 6-inch square ERW HSS. R

AWS A5.20: E7XT-X, E7XT-XM AWS A5.23: F7XX-EXXX-XX, F7XX-ECXXX-XX AWS A5.28: ER70S-XXX, E70C-XXX AWS A5.29: E7XTX-X, E7XTX-XM b) For connected members both having a specified mini-mum yield strength of 36 ksi (250 MPa) or one having a specified minimum yield strength of 36 ksi (250 MPa), an

Preload Indicating Washer Assembly Applications for Under the Nut 80 KSI to 180 KSI Stress Levels Alloy Steel and Cres (A286) 1. Basic Part Numbers: “PLI” is the basic part number for an alloy steel assembl

The ASTM A992 requirements for tensile properties include; yield point range of 345-450 MPa (50-65 ksi), minimum tensile strength of 450 MPa (65 ksi), and a maximum yield-to-tensile strength ratio of 0.85. Resulting F y/F u of A992 steel is between 0.77 and 0.85. In recent years A913/913M grade

For example, for ASTM A992 steel (minimum specified Fu 65 ksi), a reasonable upper bound of Fu might be taken as 85 ksi. If the cross‐section area of the coupon is approximately 0.5 in.2, then an estimate of the maximum tension force needed to test this coupon is 0.5 in2 x

Hilti Adhesive Anchor 1.2 Material Specifications 4 Hilti, Inc. (USA) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I HIT-HY 10 PLUS Submittal Information 01/12 Material Specifications Mechanical Properties f y ksi (MPa) min. f u ksi (MPa) Standard threaded rod, ASTM A 36, 9SMNPB36K and/or 9SMN36K conforming to DIN 1651. 36 .

Anchor Bolts Design Considerations zDevelopment length of threaded reinforcing bar L d l dαβγ – Where zl d basic development length of anchor bolt zα – 1.0 if Fy 60 ksi – 1.2 if Fy 75 ksi zβ – 0.8 if bolt spacing up to and i

bolts (except in wood connections) astm a325x --- nuts astm a563 --- washers astm f436 --- anchor rods astm f1554, grade 36 36 ksi or grade 55 where noted 55 ksi (grade 55 rods shall comply with weldability supplement s1) welds e-70 series --- threaded rod, epoxy bolts, studs and bolts in wood connections astm a307 --- 7.1 sawn lumber: species .

temperature, the ASME Section VII, Division 2 properties are: Sm 20.5 Ksi and Sy 30.7 Ksi . The basic geometry of the model is illustrated in Figures 1 and 2. Since the vessel and nozzle may both be considered "thin" (r/t 24, R/T 48 in the pad area, 96 in the vessel in general), plate elements were used to model the vessel and nozzle.