3. Determine the approximate axial forces, shears, and moments for all the members of theframe shown in Figure 3 using:a) Portal methodb) Cantilever methodc) SAP200080 kN40 kNGHDEFAB10 m10 mCFigure 3. Problem 12.10 of Structural Analysis, 6th Edition, Aslam Kassimali.6 m6 m

Detailed Explanation: Problem Statement: Tasked with determining the approximate axial forces,…

Answered: 3. Determine the approximate axial…

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.1P: Compute the nominal shear strength of an M107.5 of A572 Grad 65 steel.

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Determine 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 2117
For the box beam shown in Fig. if the modulus of elasticity E = 200 GPa, the flexural stresses at support for point (a) is ..................... MPa * 120mm 16.2kN 16.2KkN —{ 10.2KN/m £ fj//’/ £ W @ Q| im 3m im = 30 mm thickness of walls cross section Your answer
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Problem 2 Given is a truss structure: Where: • Working shear stress for the rivets is 70 MPa • Working bearing stress due to rivets is 140 Mpa • Thickness of the member is 5 mm • Thickness of the Gusset plate is 6 mm Rivet diameter is 15 mm Determine the no. of rivets to fasten the member BD 80 N 120 N 200 N 4 Pands 4m - 16 m
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Determine the type and amount of stress in each member of the truss shown below due to wind load using the method of joints. a.) Draw FBD b.) Solve the stress of all the members c.) Tabulate your answers (Length, Force, Compression/Tension, etc.)
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9781337094740

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