The tee shape shown in the figure is constructed from two dimension lumber boards that are rigidly attached to each other. A verticalshear force of V = 1350 lb acts on the cross section. Dimensions of the tee shape are bƒ = 7.50 in., tƒ = 1.25 in.,d = d₂ + tƒ = 11.25 in., and tw = 1.50 in. Determine the shear flow magnitude and the shear stress magnitude that acts in the teeshape at section 1-1.9 =T =iilb/in.psiIskdstw

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The tee shape shown in the figure is constructed from two dimension lumber boards that are rigidly attached to each other. A vertica shear force of V = 1350 lb acts on the cross section. Dimensions of the tee shape are by = 7.50 in., tf = 1.25 in., d = d₂ + tf = 11.25 in., and t = 1.50 in. Determine the shear flow magnitude and the shear stress magnitude that acts in the te shape at section 1-1. 9 = T = i i lb/in. psi tf de lw

The tee shape shown in the figure is constructed from two dimension lumber boards that are rigidly attached to each other. A vertica shear force of V = 1350 lb acts on the cross section. Dimensions of the tee shape are by = 7.50 in., tf = 1.25 in., d = d₂ + tf = 11.25 in., and t = 1.50 in. Determine the shear flow magnitude and the shear stress magnitude that acts in the te shape at section 1-1. 9 = T = i i lb/in. psi tf de lw

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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Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

The tee shape shown in the figure is constructed from two dimension lumber boards that are rigidly attached to each other. A vertical
shear force of V = 1350 lb acts on the cross section. Dimensions of the tee shape are bƒ = 7.50 in., tƒ = 1.25 in.,
d = d₂ + tƒ = 11.25 in., and tw = 1.50 in. Determine the shear flow magnitude and the shear stress magnitude that acts in the tee
shape at section 1-1.
9 =
T =
i
i
lb/in.
psi
Isk
ds
tw

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