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From Example 12.3, if the FRP section (WF 8 x 8 x 3/8") is under combined service loads uniform lateral load W of 70 lbs/it causing moment about the strong axis and concentric axial compres- sion load including self-weight Pof 3.2 kips, determine the maximum deflection of the members at service loads. Solution
From Example 12.3, if the FRP section (WF 8 x 8 x 3/8") is under combined service loads uniform lateral load W of 70 lbs
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From Example 12.3, if the FRP section (WF 8 x 8 x 3/8") is under combined service loads uniform lateral load W of 70 lbs
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