< Practice_Problem_4 Save Q :A wide flange section has the following properties:bf = 150mmtw = 9mmIx 108x106mm4=tf = 12mmd = 300mmQ@N.A380x10³ mm³Fv = 0.40FyDetermine the shear capacity of the section. Fv2007.07 시Actual> Determine the safe uniform load that thesectioncould carry if length of the beam is 7m.76.53 kN/m➤ Determine the shear flow at the neutral axis.942.4 N/mm> Determine the shear flow of the portion of theflange 20mm from the edge.85.7/1Nm

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A wide flange section has the following properties: bf = 150mm tw = 9mm Ix= 108x106mmª tf = 12mm d = 300mm Q@N.A= 380x10³ mm³ Fv = 0.40Fy Determine the shear capacity of the section. Fv 267.84 Actual Determine the safe uniform load that the sectioncould carry if length of the beam is 7m. 76.53 kN//M/ ➤ Determine the shear flow at the neutral axis. 942.4 N/mm

A wide flange section has the following properties: bf = 150mm tw = 9mm Ix= 108x106mmª tf = 12mm d = 300mm Q@N.A= 380x10³ mm³ Fv = 0.40Fy Determine the shear capacity of the section. Fv 267.84 Actual Determine the safe uniform load that the sectioncould carry if length of the beam is 7m. 76.53 kN//M/ ➤ Determine the shear flow at the neutral axis. 942.4 N/mm

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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