0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use singly reinforced with d = d. The superimposed dead load (not including the beam weight) is #3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern. What is the required area of steel (Do not design for the number of bars)? web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 16 In a slab-beam system, the flange width is caleulated to be 72 inches with a 72" =4 ksi, fy 60 ksi, y 150 lb/ft (A,)w3 = 0.11 in', (A.)1 1.56 in (d,)3=0.375 in, (ds)#1 1.41 in 18" A, 12"

0.4 KLF and service live load is 0.6 KLF. Beam is simply supported with length of 24 feet. Use singly reinforced with d = d. The superimposed dead load (not including the beam weight) is #3 bars for stirrups and #11 bars for flexural reinforcements. Beam deflection is not of concern. What is the required area of steel (Do not design for the number of bars)? web width of 12 inches, web depth of 18 inches, and a flange thickness of 4 inches. The beam is Problem 16 In a slab-beam system, the flange width is caleulated to be 72 inches with a 72" =4 ksi, fy 60 ksi, y 150 lb/ft (A,)w3 = 0.11 in', (A.)1 1.56 in (d,)3=0.375 in, (ds)#1 1.41 in 18" A, 12"

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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AW14 x 43 column in a braced frame has a yield stress of 50 ksi and a height of 10 ft. The column is pinned at the top and bottom and has no intermediate bracing. Determine the available strength of the column considering the critical stress for flexural buckling. From AISC Manual Table 1-1, the properties of a W14 x 43 are: A = 12.6 in^2 tw = 0.305 in bf/2tf = 7.54 h/tw = 37.4 rx = 5.82 in ry = 1.89 in Ix = 428 in4 ly = 45.2 in4 G= 11,200 ksi J = 1.05 in^4 Cw=1950 in^6 What is the nominal axial strength considering flexural buckling stress of the column section (in kips). O 310 O 468 O 447 O 375 O 420 O 436 O 517 O 280
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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
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Topic: BEAM BEARING PLATES AND COLUMN BASE PLATES - STEEL DESIGN
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