Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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The simply supported beam shown consists of a W410 × 60 structural steel wide-flange shape [E = 200 GPa; I = 216 × 106 mm4]. For the loading shown, determine the beam deflection at point B. Assume P = 85 kN, MC = 65 kN·m, LAB = 2.3 m, LBC = 4.6 m.
Transcribed Image Text:The simply supported beam shown consists of a W410 x 60 structural steel wide-flange shape [E = 200 GPa; I = 216 x 106 mm*). For
the loading shown, determine the beam deflection at point B. Assume P = 85 kN, Mc = 65 kN-m, LAB = 2.3 m, LBc= 4.6 m.
P
Mc
LAB
LBC
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- The simply supported beam consists of a W24 × 94 structural steel wide-flange shape [E = 29,000 ksi; I = 2,700 in.4]. For the loading shown, determine the beam deflection at point C.Assume P = 39 kips, w = 2.7 kips/ft, LAB = 13 ft, LBC = LCD = 7 ft.arrow_forwardProblem 2 A loaded cantilever beam is shown. E=29,000 ksi. The W16 section that will limit the total load deflection at the free end of the beam, B to 0.75 in. is most nearly: WD = 0.5 k/ft WL = 1.0 k/ft PD= 2 k B PL = 4 k Answer: W16 x L = 12 ft %3Darrow_forwardQ. A simply supported beam is carrying a uniformly distributed and a gradient distributed loads as shown in Figure 1. Given that the maximum shearing stress is 270 MPa, determine the value of w. o kN/m |C -1.7m --1.7m 3.2m 170 mm Romm 37mm - 37 mm Figure 1arrow_forward
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