Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- The box beam in the figure is made of four pieces of wood nailed to each other as shown.Since the distance between the nails is 32 and the allowable cutting force on each nail is 160, (a=16, b=38, c=32, d=190, F=160) a) Maximum allowable vertical shear force in the beam? b) Determine the corresponding maximum shear stress in the beam.arrow_forwardQ2 / The cross sectional area of each member of the truss as shown in the figure below 1.75 in and E = 29(10')ksi , determine the vertical displacement at joint D due to radiant heating of member FD is subjected to an increase in temperature from 20° F C to 110° F, take a = 0.75(10³)/F , and member CD would be decreased 0.2 in use Method of Virtual Work. (P in k) P=9 VP F E 4 m А D B C 3 m 3 m 3 m +arrow_forwardHAND WRITTEN SOLUTION PLEASE!!! STRUCTURAL THEORYarrow_forward
- Two 12 in 20.7 lb channels are latticed together to form the section in the figure. Determine how far apart the channels should be placed so as to make Ixo equal to Iyo for the section. Neglect the lattice bars which are indicated by the dashed lines. [1] Prop of 12 in. 20.7 lb channel A = 6.03 in y = 3.9 in4 X = 0.70 Ixo x = 128.1 in4 Yo Yo 0.70 q ----Xo 0.70 k -xoarrow_forwardConsider the steel truss shown to answer Parts A, B, and C below, where P1 = 36 kN and P2 = 46 kN . The cross-sectional area of each member is A = 400 mm2 , E = 300 GPa, and ΔDh = 3.08 mm ΔEv = ____ mmarrow_forward
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