Fundamentals of Structural Analysis
5th Edition
ISBN: 9780073398006
Author: Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher: McGraw-Hill Education
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Chapter 8, Problem 14P
(a)
To determine
Find the horizontal deflection at joint B due to the 40 kip load.
(b)
To determine
Find the distance the bar AB to be shortened, if the joint B is restored to its initial position in the horizontal direction.
(c)
To determine
Find the vertical deflection at joint C due to temperature increase in bars AB and BC.
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Chapter 8 Solutions
Fundamentals of Structural Analysis
Ch. 8 - Prob. 1PCh. 8 - For the truss in Figure P8.1, compute the vertical...Ch. 8 - Prob. 3PCh. 8 - Prob. 4PCh. 8 - The pin-connected frame in Figure P8.3 is...Ch. 8 - For the pin-connected frame in Figure P8.5, in...Ch. 8 - Prob. 7PCh. 8 - Prob. 8PCh. 8 - Prob. 9PCh. 8 - (a) Compute the horizontal displacement of joint B...
Ch. 8 - Prob. 11PCh. 8 - Prob. 12PCh. 8 - (a) Compute the vertical deflection of joint D...Ch. 8 - Prob. 14PCh. 8 - (a) In Figure P8.15 compute the vertical and...Ch. 8 - Prob. 16PCh. 8 - Prob. 17PCh. 8 - Prob. 18PCh. 8 - Prob. 19PCh. 8 - Prob. 20PCh. 8 - Prob. 21PCh. 8 - Prob. 22PCh. 8 - Prob. 23PCh. 8 - Prob. 24PCh. 8 - Prob. 25PCh. 8 - If supports A and E in Figure P8.26 are...Ch. 8 - In Figure P8.27 support D is constructed 1.5 in....Ch. 8 - Prob. 28PCh. 8 - Prob. 29PCh. 8 - Compute the vertical displacement of joints B and...Ch. 8 - Prob. 31PCh. 8 - (a) Compute the slope at A and the horizontal...Ch. 8 - Prob. 33PCh. 8 - Prob. 34PCh. 8 - Prob. 35PCh. 8 - Compute the vertical deflection of joint C in...Ch. 8 - Compute the vertical deflection at B and the...Ch. 8 - Prob. 38PCh. 8 - Prob. 39PCh. 8 - Prob. 40PCh. 8 - Prob. 41PCh. 8 - Prob. 43P
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- By using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab (supports on two S.S sides shown in figure under the load (P) (all dimensions are in mm). m m 2000 2000 3000arrow_forwardBy using the yield line theory, determine the moment (m) for an isotropic reinforced concrete two-way slab shown in figure under a concentrated force (P) on the free corner. The two line supports of slab is simply supports. m m 2000 2000arrow_forward1: Determine the load capacity of the one-way uniformly loaded (5 kN/m²) simply supported slab shown in Fig. 2 m 2 m 1.5 m E Earrow_forward
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