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  2. Maximum shear stress of steel? - CR4 Discussion Thread -...

    cr4.globalspec.com/thread/22170/Maximum-shear-stress-of-steel

    The shear limit is related to the ultimate stress by different theories and the most current equations are either the von Mises which says that τmax= R /√3 = 0.57735*R, where R is Re= elasticity limit or an other one which states that τmax= 0.5*R. For combined loading and for steel (ductile material) the von Mises equation is the one to ...

  3. Compressive Yield vs. Compressive Strength for Iron

    cr4.globalspec.com/thread/3584/compressive-yield-vs-compressive-strength-for-iron

    Re: Compressive Yield vs. Compressive Strength for Iron. Then 8,68-16,53GPa is yield and >110GPa is ultimate strength. Before ultimate strength is reached material is plasticaly deformed and after it is crushed or raptured. Yield is point where plastic deformation starts. Corect me if I didn't get it right.

  4. 8 Reasons Steel Can Warp in Heat-Treat - GlobalSpec

    cr4.globalspec.com/blogentry/13520

    Here are 8 reasons steel parts can warp upon quench and tempering: Rapid heating. Overheating. Non-uniform heating. Non-uniform cooling. Non-uniform agitation. Water contamination in oil. Large changes of mass and section. Asymmetric features.

  5. In reply to #1. Re: SA 516 Gr 70 instead of SA 105 as stiffner material. 02/22/2009 1:46 AM. Dear XMech, you are right, and I like to add: • ASME SA516 is carbon steel for pressure vessel plates, for moderate-and lower temperature service, where ASME SA515 is carbon steel for pressure vessel plates, for intermediate-and higher temperature ...

  6. Concrete Breakout Strength of a Single Anchor in Tension

    cr4.globalspec.com/thread/71877/Concrete-breakout-strength-of-a-single-anchor...

    You must also check the anchorage for allowable tensile force of the anchor steel itself versus the allowable concrete tensile tear-out (see Appendix Sections D5 & D6). [Note: If you have treaded projected end of the anchor steel with steel nut and washer you must check the allowable tensile load of the steel using the Tensile Area of the anchor.]

  7. The Double Expansion Anchor is ideal for soft masonry and base materials of questionable strength. The Double Expansion Anchor is a one-piece design - no assembly required. Anchor Method: The Double Expansion Anchor creates a firm hold as the two expander cones at each end of the anchor pull toward each other.

  8. We have a double coated polyester with a high bond silicone adhesive both sides. #D644 generates 60 oz/inch adhesion to steel and a very good bond to teflon. Max. Operating Temp -50˚F to 400˚F -45˚C to 204˚C. Product D644 is 1.0 mil polyester with a high performance silicone adhesive on each side.

  9. Question on Pull out Force for a Threaded Joint

    cr4.globalspec.com/thread/99676/Question-on-Pull-out-Force-for-a-Threaded-Joint

    Ultimate Tensile Strength. Take the minimum tensile strength in psi of the ASTM grade, multiplied by the stress area of the diameter. This formula will give you the ultimate tensile strength of that size and grade of bolt. Shear Strength. First, find the ultimate tensile strength using the formula above. Take that value and multiply it by 60% ...

  10. The relation between torque, shear stress and diameter is linked by the formula. T = (π/4) x ( D^3) x Fs. Where T = torque, D = dia of Shaft, Fs = shear stress. Therefore Fs = T/ (π/4) x ( D^3) Therefore when D increases in the denominator, value of (D^3) increases in the denominator, hence Fs will come down.

  11. Spray-On Fire Proofing in Steel Structures - GlobalSpec

    cr4.globalspec.com/thread/39812/Spray-On-Fire-Proofing-in-Steel-Structures

    Good Answers: 61. # 2. Re: Spray-On Fire Proofing in Steel Structures. 06/30/2009 11:05 AM. The purpose for fireproofing beams is to ensure the strength of the structure long enough for evacuation and fire suppression. If you know which brand & type of fireproofing, contact the manufacturer for guidance.