analyze the shown beam using:1- force method2- stiffness methodassume that A is pin support and B is roller support7kN/mem11kNB4 mm

the truss using both the force method (method of joints) and the stiffness method.**1. Analyze the…

Answered: analyze the shown beam using: 1- force…

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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A steel beam is subjected to a uniform load with length of 8m. Assume that the beam is simply supported. Use Fy= 248 Mpa. Properties of W-shape beam d=229 mm bf=210 mm rf=23.7 mm Tu-14.50 mm kdes=33. 80mm ry=53.80 mm Ix=113 x 10^6 mm^4 Iy-36.9 x 10^6 mm^4 Sx-990 x 10^3 mm^3 Zx 1150 x 10^3 mm^3 J-2100 x 10^3 mm^4 Cu-387 x 10^9 mm^6 What is the nominal shear strength capacity of the section (in kN)?
The simply supported beam consists of a W460 x 82 structural steel wide-flange shape [E = 200 GPa; I = 370 × 106 mm4). For the loading shown, determine the beam deflection vc at point C. Assume P = 67 kN, w = 27 kN/m, LAB= LBC= 3.4 m, LCD= 2 m. C LAB LBC LCD mm. Answer: vc =
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. МА V A Answer: (a) VA = (b) VB= LAB P B in. in. LBC C X
Using the Method of Consistent Deformations (Force Method), determine the Fixed-End Moments (FEM) at the fixed support of each beam shown. Take flexural rigidity, EI, as constant.
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The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1860 in.“]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point B. Assume MA = 180 kip-ft, P = 12 kips, LAB = 3.8 ft, LBC = 5.7 ft. MA A B LAB LBC Answer: (a) VA = in. (b) VB = in.
A loaded pin-jointed truss is shown in the given figure. The force in member AC is (a) 10 √2 kN (Tensile) (c) zero 20 kN 10 kN C F A TITTT 3 m G D H 3 m K 3 m * ВУ ΟΤΙΣΣ (b) 10 √2 kN (Compressive) (d) 10 kN (Tensile) 3 m
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.
For the beam with coordinate shown in figure. Develop the flexibility matrix. 1 L 2 C 12 B
The system shown below is comprised of the cantilever beam AB and the supporting truss BC connected to each other by a pin joint at B. Using the Stiffness Method compute the displacements and internal forces in the system under the applied load. Use a frame element to model member AB to account for axial stiffness. Take E = 250 GPa, IAB = 2x10 mm4, AAB = 2x104 mm², Aec = 1x10³ mm². A 80 KN 2 m * 4 m 6 m OB
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The cantilever beam consists of a rectangular structural steel tube shape [E = 29,000 ksi; I = 1570 in.“]. 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 = 10 kips, LAB = 9.0 ft, LBC = 13.5 ft. MA A В C LAB LBC Answer: (a) VA = in. (b) Ув in.

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analyze the shown beam using: 1- force method 2- stiffness method assume that A is pin support and B is roller support 7kN/m em 11kN B 4 m m