Figure 11. Shear and moment diagrams for frame beams due to lateral loading

Determine structural member sizes. - Continued - ufc_3_310_03a0624

Figure 12. Shear and moment diagrams for frame beams due to gravity loads

Seismic Design for Buildings - index
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Note: For metric equivalent; 1-kip =4.48KN, 1-ft-kip = 1.356KN-m

Figure 11. Shear and moment diagrams for frame beams due to lateral loading

H2-36

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