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20. The framing plan shown in Figure P2.20 is for an 18- story office building. It must support a dead load of 80 psf and a live load of 50 psf. In all cases, the decking spans in a direction from line A toward line E. Determine the required moment and shear strength for the beams and girders, and axial strength for the columns, as required

20. The framing plan shown in Figure P2.20 is for an 18- story office building. It must support a dead load of 80 psf and a live load of 50 psf. In all cases, the decking spans in a direction from line A toward line E. Determine the required moment and shear strength for the beams and girders, and axial strength for the columns, as required

Structural Analysis
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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20. The framing plan shown in Figure P2.20 is for an 18- story office building. It must support a dead load of 80 psf and a live load of 50 psf. In all cases, the decking spans in a direction from line A toward line E. Determine the required moment and shear strength for the beams and girders, and axial strength for the columns, as required below for (a) design by LRFD and (b) design by ASD. Calculate with and without live load reduction, as appropriate. i. The beam between column lines 2 and 3 along line D. ii. The girder on column line 3 between column line E and midway between lines D and C. iii. The beam on the line between lines C and D and column lines 3 and 4. iv. The column at the corner on lines 1 and E that supports eight levels. v. The column on the edge at the intersection of lines 4 and A that supports eight levels. vi. The interior column at the intersection of column line 4 and the point midway between lines C and D that supports three levels. |12'TYP 99 iii +® Please actually solve i through vi. Only design by LRFD please!
Transcribed Image Text:20. The framing plan shown in Figure P2.20 is for an 18- story office building. It must support a dead load of 80 psf and a live load of 50 psf. In all cases, the decking spans in a direction from line A toward line E. Determine the required moment and shear strength for the beams and girders, and axial strength for the columns, as required below for (a) design by LRFD and (b) design by ASD. Calculate with and without live load reduction, as appropriate. i. The beam between column lines 2 and 3 along line D. ii. The girder on column line 3 between column line E and midway between lines D and C. iii. The beam on the line between lines C and D and column lines 3 and 4. iv. The column at the corner on lines 1 and E that supports eight levels. v. The column on the edge at the intersection of lines 4 and A that supports eight levels. vi. The interior column at the intersection of column line 4 and the point midway between lines C and D that supports three levels. |12'TYP 99 iii +® Please actually solve i through vi. Only design by LRFD please!
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