2. The beam-column that is shown in the Figure below is fixed at both ends (restrained against rotation) and is subjected to axial service dead load of 320 kN and live load of 380 kN. It also carries a uniformly-distributed lateral factored load (Wu) all throughout its length. Bending is about the strong axis. By applying moment magnification factor, calculate the allowable factored uniform load (Wu) in the Figure. Use K=0.65. W310X107 Properties: A = 13600 mm² d = 312 mm br = 305 mm Zx = 1770 X 10³ mm³ Sx 1600 X 10³ mm³ x = 135 mm ly 81.2 X 106 mm4 Ży 806 X 10³ mm³ Sy 531 X 10³ mm³ ry=77.2 mm J = 1220 X 10³ mm Cw=1760 X 10⁰ mm Fy = 345 MPa G = 70000 MPa tw = 10.9 mm tr = 17 mm lx = 248 X 106 mm4 =

2. The beam-column that is shown in the Figure below is fixed at both ends (restrained against rotation) and is subjected to axial service dead load of 320 kN and live load of 380 kN. It also carries a uniformly-distributed lateral factored load (Wu) all throughout its length. Bending is about the strong axis. By applying moment magnification factor, calculate the allowable factored uniform load (Wu) in the Figure. Use K=0.65. W310X107 Properties: A = 13600 mm² d = 312 mm br = 305 mm Zx = 1770 X 10³ mm³ Sx 1600 X 10³ mm³ x = 135 mm ly 81.2 X 106 mm4 Ży 806 X 10³ mm³ Sy 531 X 10³ mm³ ry=77.2 mm J = 1220 X 10³ mm Cw=1760 X 10⁰ mm Fy = 345 MPa G = 70000 MPa tw = 10.9 mm tr = 17 mm lx = 248 X 106 mm4 =

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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