3.0 in.5.0 in.60Fig. P1.31 and P1.321.31 The 1.4-kip load P is supported by two wooden members of uni-form cross section that are joined by the simple glued scarf spliceshown. Determine the normal and shearing stresses in the gluedsplice.1.32 Two wooden members of uniform cross section are joined by thesimple scarf splice shown. Knowing that the maximum allowabletensile stress in the glued splice is 75 psi, determine (a) the larg-est load P that can be safely supported, (b) the correspondingshearing stress in the splice.1.33 A centric load P is applied to the granite block shown. Knowingthat the resulting maximum value of the shearing stress in theblock is 2.5 ksi, determine (a) the magnitude of P, (b) the orienta-tion of the surface on which the maximum shearing stress occurs,(c) the normal stress exerted on that surface, (d) the maximumvalue of the normal stress in the block.

Answered: Image /qna-images/answer/84d32aa7-59ed-4530-876b-ef67346d92c1.jpg

Answered: wooden members of un le scarf splice…

wooden members of un le scarf splice shown. K le stress in the glued sp ad P that can be safel ring stress in the splice. ntric load P is applied

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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Question

3.0 in.
5.0 in.
60
Fig. P1.31 and P1.32
1.31 The 1.4-kip load P is supported by two wooden members of uni-
form cross section that are joined by the simple glued scarf splice
shown. Determine the normal and shearing stresses in the glued
splice.
1.32 Two wooden members of uniform cross section are joined by the
simple scarf splice shown. Knowing that the maximum allowable
tensile stress in the glued splice is 75 psi, determine (a) the larg-
est load P that can be safely supported, (b) the corresponding
shearing stress in the splice.
1.33 A centric load P is applied to the granite block shown. Knowing
that the resulting maximum value of the shearing stress in the
block is 2.5 ksi, determine (a) the magnitude of P, (b) the orienta-
tion of the surface on which the maximum shearing stress occurs,
(c) the normal stress exerted on that surface, (d) the maximum
value of the normal stress in the block.

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