Example Problem has a 3.5-in. wide X 1/2-in. deep aluminum alloy plate securcly fastened to its bottom face, as shown in Fig. 7-46a. The allowable stresses in the timber and aluminum alloy are 1200 psi and 16,000 psi, respectively. The moduli of clasticity for the timber and aluminum alloy are 1250 ksi and 10,000 ksi. respectively. Determine the maximum allowable resisting moment for the beam. A timber beam 4 in. wide X 8 in. deep . 4 in. Do example problems 8 in. 0.5 in. 3.5 in. K.MAnwar Hossain, PhD PEng

Elements Of Electromagnetics
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Example Problem
has a 3.5-in. wide X 1/2-in, decp aluminum alloy plate securely fastened to its
bottom face, as shown in Fig. 7-46a. The allowable stresses in the timber and
aluminum alloy are 1200 psi and 16,000 psi, respectively. The moduli of
clasticity for the timber and aluminum alloy are 1250 ksi and 10,000 ks,
respcctively. Determine the maximum allowable resisting moment for the beam.
A timber beam 4 in. wide X 8 in. deep
F4 in.-
• Do
example
problems
8 in.
0.5 in. 3.5 in.
KMAnwar Ho33Dn, PHD PEng
CS Scanned with CamScanner
Transcribed Image Text:Example Problem has a 3.5-in. wide X 1/2-in, decp aluminum alloy plate securely fastened to its bottom face, as shown in Fig. 7-46a. The allowable stresses in the timber and aluminum alloy are 1200 psi and 16,000 psi, respectively. The moduli of clasticity for the timber and aluminum alloy are 1250 ksi and 10,000 ks, respcctively. Determine the maximum allowable resisting moment for the beam. A timber beam 4 in. wide X 8 in. deep F4 in.- • Do example problems 8 in. 0.5 in. 3.5 in. KMAnwar Ho33Dn, PHD PEng CS Scanned with CamScanner
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