This a mechanics of material question please show all steps so your approach is easily followed. Please show Free body diagram, what is given, and what the problem is asking for. Thank you P6.11-8. (a) Determine the moment of inertia I and thesection modulus S for the modified beam. (Neglect the contri-bution of the weld area to these section properties.) (b) Ifthe allowable shear flow for the weld beads is allow = 400kN/m, determine the maximum shear force, V, allowed forthis modified section. "Prob. 6.11-8. A W200 x 59 steel wide-flange beam isstrengthened and stiffened by the addition of 175 mm x 10mm steel plates that are welded to the flanges of the wide-flange beam by continuous fillet welds, as shown in Fig.CCover plateFillet weldWide-flange beamFillet weld

Given, W200×59 steel wide flange beam175 mm×10 mm platesqallow=400kN/mTo determine,Moment of interia…

P6.11-8. (a) Determine the moment of inertia I and the section modulus S for the modified beam. (Neglect the contri- bution of the weld area to these section properties.) (b) If the allowable shear flow for the weld beads is qallow = 400 kN/m, determine the maximum shear force, V, allowed for this modified section.

P6.11-8. (a) Determine the moment of inertia I and the section modulus S for the modified beam. (Neglect the contri- bution of the weld area to these section properties.) (b) If the allowable shear flow for the weld beads is qallow = 400 kN/m, determine the maximum shear force, V, allowed for this modified section.

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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