- Steel Design Solve Problem 2 And 3 Step By Step Using Nscp 2015 1 (56.98 KiB) Viewed 53 times
steel design solve problem 2 and 3 step by step using NSCP 2015
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steel design solve problem 2 and 3 step by step using NSCP 2015
steel design solve problem 2 and 3 step by step using NSCP 2015
Problem 2 • The beam below has continuous lateral support. If the live load is twice the dead load, what is the maximum total service load, in kips/ft, that can be supported? A992 steel is used. Use ASD. W W33 x 141 25'- 3 Problem 3 • AW16 x 26 of A992 steel has an unbraced length of 8 feet. Using Cb = 1.0, a. Compute Lp and Lr. b. Compute the flexural design strength, Mn. c. Compute the allowable flexural strength M₁/S2b.
Problem 2 • The beam below has continuous lateral support. If the live load is twice the dead load, what is the maximum total service load, in kips/ft, that can be supported? A992 steel is used. Use ASD. W W33 x 141 25'- 3 Problem 3 • AW16 x 26 of A992 steel has an unbraced length of 8 feet. Using Cb = 1.0, a. Compute Lp and Lr. b. Compute the flexural design strength, Mn. c. Compute the allowable flexural strength M₁/S2b.