Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- Using the methods of joints, determine all the zero-force members of the fink roof truss shown in the figure below. Assume all joints are pin connected. 2 kN B H 5 kN G F D Earrow_forward1. The cross-sectional area for tensile members of the truss is 1.8 squared inches while the area for its compression members is 2 squared inches. Calculate the stress experienced by the members CE, DE and DF and indicate if it is tension or compression 6 ft B 8 ft 8 ft 8 ft 6 ft 30 kips Carrow_forwardGiven the following details, please show all work and step by step solutionsarrow_forward
- Prove that the trusses shown are statically determinate and solve for the force members required for each item. Show your complete solution with figures.arrow_forwardDetermine the force of the members for the space truss shown in the figure. Joints A and B are supported by ball-and-socket while Joint C is supported by short link along z-axis. Indicate whether member is tension (T) or compression (C). 2m y Sm Az By BX Bz PAR Ax CSXScanned with Ca canner a SISU KN 15m 1 2117arrow_forwardKindly solve and provide complete solution asaparrow_forward
- Please answer. Thank you!arrow_forwardA compound girder consists of a 45 cm by 18 cm steel joist, of weight 1000 N/m, with a steel plate 25 cm by 3 cm welded to each flange. If the ends are simply-supported and the effective span is 10 m, what is the maximum uniformly distributed load which can be supported by the girder? What weld thicknesses are required to support this load? Allowable longitudinal stress in plates = 110 MN/m² Allowable shearing stress in welds = 60 MN/m² Allowable shearing stress in web of girder = 75 MN/m² 2.4cm -18cm 14cm 45cmarrow_forward
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