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9. Shear Lug Design - Structural Engineering Software
Anchor Bolt Design Guide EXAMPLE 3 - Shear Lug Plate Section Design Design a shear lug plate for a 14-in. square base plate, subject to a factored axial dead load of 22.5 kips, factored live load of 65 kips, and a factored shear load of 40 kips. The base plate and shear lug have f ya = 36 ksi and f c' = 3 ksi. The contact plane between the ...
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Retaining Wall Design Example
www.asdipsoft.comCE 437/537, Spring 2011 Retaining Wall Design Example 3 / 8 3. Design stem (t stem, As stem). The stem is a vertical cantilever beam, acted on by the horizontal earth pressure. w calc. d: ft ft ft lb sur a sur ft ft lb fill o o a ft fill a P k q h psf P pcf k P k h h out of page (1 ) 0.31(400 )(16.67 )(1 ) 2070 (0.31)(100 )(16.67 ) (1 ) 4310 2 ...
pl LRFD ASD - Structural Engineering Software
www.asdipsoft.comF1554-36 (4) Rods , fya = 36.0 ksi, futa = 58.0 ksi 1" diam. x 16.0 in emb. Concrete Is Cracked at Service Load Level Tension Analysis (kip) Total Tension Force N ..... Tension Force per Rod Ni .... Anchor Reinf: Use 2 Bars #5 per Rod 15.4 7.7 kip kip Failure Mode Ω Nn N / Nn/Ω Steel Strength Nsa Rebars Strength Nrg Conc. Breakout Ncbg
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