iz: QUIZ (MODULE 5).A continuous beam has a loading shown. Assuming constant flexural rigidity (El).50KN35KN 70KN40KN2m3m2m2m3m2mB 2C 3D4.5m7mDetermine the following:a. Moment at 3 or C (kN-m: write positive or negative)b. Moment at 2 or B (kN-m: write positive or negative)C. Reaction at 1 or A (kN: positive value only)d. Reaction at 2 or B (kN: positive value onlv)e. Reaction at 3 or C(KN. positive value only)

A beam generally has different spans in one straight line and three supports. The statically…

Answered: A continuous beam has a loading shown.…

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; / = 1950 in.“). 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 = 8.6 ft, LBc = 12.9 ft. P MA LAB LBC Answer: (a) VA = in. (b) VB = in.
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1500 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 150 kip-ft, P = 26 kips, LAB = 6.1 ft, LBC = 9.2 ft. MA A LAB LBC
Current Attempt in Progress The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; = 1990 in."). For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA= 250 kip-ft, P= 14 kips, LAB = 4.1 ft, LBc = 6.2 ft. MA LAB LBC Answer: in. (a) VA- in. (b) VB - 4. Submi Attempts: 0 of 1 used Save for Later
Identify the equation for the deflection at point C.
#4 correct units pls
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1900 in."). 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= 19 kips, LAB = 3.0 ft, Lgc = 4.5 ft. MA LAB LBC Answer: (a) VA= in. (b) vg = in.
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I-1730 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 210 kip-ft, P = 13 kips, LAB = 3.8 ft, LBC = 5.7 ft. MA A Answer: (a) VA = (b) VB = LAB P B in. in. LBC C - X
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For the beam loaded as shown, derive the equation of the following:a. elastic curveb. slopec. deflection
The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; | = 1520 in.4]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 220 kip-ft, P = 27 kips, LAR = 6.2 ft, LBc = 9.3 ft. AP MA LAB LBC Answer: (a) VA = in. (b) VB = in.
The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa; I = 351 × 106 mm4]. Assume w = 45 kN/m, L1 = 2.6 m, and L2 = 2.6 m. For the loading shown, determine:(a) the beam deflection at point B.(b) the beam deflection at point D. Part 6 Determine the component of the beam deflection at point D produced by the component of the rotation angle of the beam at point C due to only the portion of the uniformly distributed load w between the supports at point A and point C.Answer: vD1 = mm. Part 7 Determine the component of the beam rotation angle at point C due to the moment produced at point C by the portion of the uniformly distributed load w between point C and point D.Answer: θC2= rad. Part 8 Determine the component of the beam deflection at point D due to the moment produced at point C by the portion of the uniformly distributed load w between point C and point D.Answer: vD2 =…

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A continuous beam has a loading shown. Assuming constant flexural rigidity (EI). 50KN 35KN 70KN 40KN 2m 3m 2m 2m 3m 2m + C 3 B 2 5m 7m Determine the following: