1. What is the bending moment at end supports of a simply supported beam? a) Maximum b) Minimum c) Zero d) Uniform 2. What is the maximum shear force, when a cantilever beam is loaded with uniform distributed load throughout? a) wx| b) w c) w/l d) w+l 3. What will be the variation in BMD for th diagram? [Assume | = 2m]. 10 KN B A a) Rectangular bl Tranezoidal

1. What is the bending moment at end supports of a simply supported beam? a) Maximum b) Minimum c) Zero d) Uniform 2. What is the maximum shear force, when a cantilever beam is loaded with uniform distributed load throughout? a) wx| b) w c) w/l d) w+l 3. What will be the variation in BMD for th diagram? [Assume | = 2m]. 10 KN B A a) Rectangular bl Tranezoidal

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; | = 1960 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 160 kip-ft, P = 17 kips, LAB = 6.4 ft, LBC = 9.6 ft. AP MA A B C LAB LBC Answer: (a) VA = in. (b) VB = in.
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Consider that a box section is used for the beam loaded as shown in figure. Using flexure and shear stress formula, determine the following Use a = 6 m, b = 3m, c= 344 mm, d = 51mm Distance of the centroid to the outermost fiber of the beam in mm.
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QUESTION 1) The cross sectional Е, A, Е, А, areas of the KM and MR intervals are A1 = 400 mm? and A2 respectively. Both sections are made = 200 mm², from the same material that has elastic L. M N R K modulus ofE = 200 GPa. If the gap in figure is 8-5mm and the axial forces are Pi = 120 kN and P2 1m 2m 2m 1m = 80 kN; a) Calculate the support reactions. b) Draw the axial force diagram.
The steel truss shown carries a downward vertical load of 14 kN at joint B. The diagonal members of the truss have an area equivalent to 250 mm^2, and the horizontal members are 300 mm^2. With the given conditions calculate the: a) Horizontal Deflection at E in mm b) Vertical Deflection at D in mm Esteel = 200 GPa
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1620 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 190 kip-ft, P = 26 kips, LAB = 3.6 ft, LBC = 5.4 ft. %3D %3D P V. MA C LAB LBC Answer: (a) VA = in. (b) VB = in.
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X Your answer is incorrect. The simply supported beam consists of a W21 x 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in.“]. Assume that the support at D can provide resistance %3D either up or down. For a loading of w = 5.4 kips/ft, determine: (a) the beam deflection vg at point A. (b) the beam deflection vc at point C. Assume LAB = 13 ft, LBc = 7 ft, LcD =7 ft, LDE = 6 ft. %3D A B E LAB LBC LcD LCD Lpe Answers: (a) VA = -0.65669 in. (b) vc = 0.024937 in.
lute flexural stress. For the beam shown in Figure (3), given INA = 1.+ 10 mm", calculate the transverse shearing stress at points A, C and G on the section at the left support of the beam.