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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

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
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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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.
Transcribed Image Text: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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