30 MFa: Jy15.2 Determine the adequacy, including length effects, for a 14-in.-diameter spirallereinforced column (assume about 2 % reinforcement) which is an interior secondfloor column (Column A) in the braced frame of the figure for Problems 15.2 to15.8. The member is to carry an axial service load of 87 kips dead load and 133kips live load, with only the dead load considered sustained. The 14 x 22 beamscontain p 0.015 for negative moment tension steel. Use f=5000 psi and f=60,000 psi. Use the ACI moment magnifier method. (350 mm diameter; P,.2200 kN; 350 mm x 560 mm beams; f 35 MPa; fy= 300 MPa).%3D%3D%3D%3D%3D14" square14" diameter (350 mm)14 x 2214"(350 mm)14 X 2214" square15-0" Column B14" diameterColumn A(4.5 m)4-#9(4-%2330M)14 X 2214 x 2216"16" diameter(400 mm)square15-0"(4.5 m)Beam(350 mmX 560 mm)Column C24(66 mm)40'-0"(12 m)40'- 0"(12 m)Column 8Symmetricalabout thisline16"(400 mm)6- #923 30M)24

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Determine the adequacy, including length effects, for a 14-i reinforced column (assume about 2 % reinforcement) which i floor column (Column A) in the braced frame of the figure f 15.8. The member is to carry an axial service load of 87 kips kips live load, with only the dead load considered sustained.

Determine the adequacy, including length effects, for a 14-i reinforced column (assume about 2 % reinforcement) which i floor column (Column A) in the braced frame of the figure f 15.8. The member is to carry an axial service load of 87 kips kips live load, with only the dead load considered sustained.

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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