Q 3. Figure 1. Figure 1: Circular Section Column Column Beam Beam height width height width section section section section (in) (in) (in) (in) 14 28 20 20 OF Use fy = 60 ksi, and fc=4 ksi. Determine whether the interier columns in the figures are slender or not by considering the section properties. Show your proof on that by getting calculations. Assume that the interier columns have two adjacent beams at each and. Assume that the moments at the two ends of the columns are equal to each other. Column Length (ft) 19 Column Clear Length (ft) 18 Beam Length (ft) 28 Frame Type Sway

Q 3. Figure 1. Figure 1: Circular Section Column Column Beam Beam height width height width section section section section (in) (in) (in) (in) 14 28 20 20 OF Use fy = 60 ksi, and fc=4 ksi. Determine whether the interier columns in the figures are slender or not by considering the section properties. Show your proof on that by getting calculations. Assume that the interier columns have two adjacent beams at each and. Assume that the moments at the two ends of the columns are equal to each other. Column Length (ft) 19 Column Clear Length (ft) 18 Beam Length (ft) 28 Frame Type Sway

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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