01-01ChapGere.0031

# 01-01ChapGere.0031 - g aver in the epoxy? (b) What is the...

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Solution 1.6-8 Bearing pad subjected to shear SECTION 1.6 Shear Stress and Strain 31 V 5 12 kN Width of pad: a 5 150 mm Length of pad: b 5 250 mm d 5 8.0 mm G 5 t g 5 0.32 MPa 0.16 5 2.0 MPa g aver 5 d t 5 8.0 mm 50 mm 5 0.16 t aver 5 V ab 5 12 kN (150 mm)(250 mm) 5 0.32 MPa V t = 50 mm d = 8.0 mm a b = 250 mm Problem 1.6-9 A joint between two concrete slabs A and B is filled with a flexible epoxy that bonds securely to the concrete (see figure). The height of the joint is h 5 4.0 in., its length is L 5 40 in., and its thickness is t 5 0.5 in. Under the action of shear forces V , the slabs displace vertically through the distance d 5 0.002 in. relative to each other. (a) What is the average shear strain
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Unformatted text preview: g aver in the epoxy? (b) What is the magnitude of the forces V if the shear modulus of elasticity G for the epoxy is 140 ksi? t h A B L t d h V V A B Solution 1.6-9 Epoxy joint between concrete slabs h 5 4.0 in. t 5 0.5 in. L 5 40 in. d 5 0.002 in. G 5 140 ksi (a) A VERAGE SHEAR STRAIN (b) S HEAR FORCES V Average shear stress : t aver 5 G g aver V 5 t aver ( hL ) 5 G g aver ( hL ) 5 (140 ksi)(0.004)(4.0 in.)(40 in.) 5 89.6 k g aver 5 d t 5 0.004 t d h V V A B A-PDF Split DEMO : Purchase from www.A-PDF.com to remove the watermark...
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## This note was uploaded on 09/20/2009 for the course COE 3001 taught by Professor Armanios during the Spring '08 term at Georgia Institute of Technology.

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