w H1 0.5 L 0.5L Figure 3 Activ. 6.2 Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) WkN) E (Concrete) MPa E (Truss GPa Slab thickness in 'mm Truss Area (mm2) 3.135 7.68 28.00 27614 186 162 4814 Q4. Strain Energy Method (Truss) For the truss shown in the Figure 3 a) Find the degree of Indeterminacy. b) Calculate the horizontal displacement of joint V.

w H1 0.5 L 0.5L Figure 3 Activ. 6.2 Span "L" in metre Height (H1) in metre Live Load on the slab (kN/m2) WkN) E (Concrete) MPa E (Truss GPa Slab thickness in 'mm Truss Area (mm2) 3.135 7.68 28.00 27614 186 162 4814 Q4. Strain Energy Method (Truss) For the truss shown in the Figure 3 a) Find the degree of Indeterminacy. b) Calculate the horizontal displacement of joint V.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter9: Composite Construction

Section: Chapter Questions

Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...

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