Approximate Lateral Load Analysis By Portal Method 3 for the structure shown in question 2 use the portal method to calculate the lateral loads f 1 f 2 if the axial forces in beams ad and be are 10 kips and 15 kips respectively 4 for the structure shown below use the portal method to i draw the bending moment diagrams of the top floor beams ab and bc i calculate the applied load f 1
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