Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- w/ Free body diagramarrow_forward65 ll docs.google.com/forms/d/e, :D determine the force in member AB for.5 the truss show in fig, if the reactions at supportes A and B is Ax= 25kN to the left, Ay= 5kN up ,and By= 35kN up 40kN G. 5KN 4m 10kN C 10KN F D!E 4m A B 2m Im,Im, Im!lm 2m 22.5 kN (T) O 32.7 KN (C) 32.7 kN (T) 27.9 kN (C) O أخرى Classifv the fram show in in Fia. as .2arrow_forwardJoints, Sectionsarrow_forward
- 1. A Find the reactions at pin A and roller (Supts) MA Then find the forces in links AF, AB, and FB by using the method of joints (20 p 30 kN 9' F B 9' C 10 kN 9' D G 9' E 12' 2. Using the above figure, find the forces in members FC, FG and BC by using the method of sections.arrow_forward2. All members of the truss A B C shown have a cross- sectional area of 500 mm? and all pins have a diameter of 20mm. Determine: 2 m (a) The axial stresses in members BC and DE F E D -2 m 2 m 2 m- (b) The shear stresses in the pin at A, assuming the pin is in double shear P = 21 kNarrow_forwardpls find the reaction forces at a and d at girder AD free body.arrow_forward
- Review: Design of simple structures 1. *1-96. Determine the required cross-sectional area of member BC and the diameter of the pins at A and B if the allowable normal stress is allow 3 ksi and the allowable shear stress is allow = 4 ksi. 1500 lb -2 ft -4 ft- 1500 lb B 60°arrow_forwardDraw the FBD and solve for the support reactions of the beam. Box final answer/s.arrow_forward2arrow_forward
- Part 4a)Determine the reaction (in N) at the hinge at C.b) Determine the diameter of the pin at C in mm.c) Determine the corresponding bearing stress in the pedal at C in MPa.arrow_forwardAt a point 8ft from D, solve the shear stress 4in from the top of the cross-section. The cross section is 6in by 18in. 16 k 2 k/ft 8k 3 k/ft B -12 ft 8 ft-+9 ft- 12 ft +-9 ft- 4 ft 3 ft 3 ft O 16.46psi O 65.84psi O 8.23psi O 32.92psiarrow_forward9. Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown. The beam is W250X58 with L=12m and E=160GPa and P=32kN A L12- P VC L12 B 70arrow_forward
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