2. A roof diaphragm, with a dimension of 110x50', subjects to a wind force of 500 plf, aroof live load of 20 psf, and a roof dead foad of 8 psf. Piease select the right structuralpanel and nail spacing for the diaphragm, find the right size for the chords of thediaphragm, and calculate the diaphragm's deflection.

Wind force subjected = 500 plf Roof Live load =20 Psf Roof Dead Load =8 psf Roof diaphragm…

2. A roof diaphragm, with a dimension of 110x50', subjects to a wind force of 500 plf, a roof live load of 20 psf, and a roof dead load of 8 psf. Please select the right structural panel and nail spacing for the diaphragm, find the right size for the chords of the diaphragm, and calculate the diaphragm's deflection.

2. A roof diaphragm, with a dimension of 110x50', subjects to a wind force of 500 plf, a roof live load of 20 psf, and a roof dead load of 8 psf. Please select the right structural panel and nail spacing for the diaphragm, find the right size for the chords of the diaphragm, and calculate the diaphragm's deflection.

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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