GIVEN

E$)$ EVATION

A SINGLE STDRY SHOP IS SUBIECT TO WILID VEDOLITY WITA

the equivalent pressure gu the Veztcal Projectiolil of $35$ psf

Analyze the Structure ila Both Pruciple Axs & Determince

THE FOLOWILG:

$1-$ Uniform Lateral loms to tite Structure

$4-$ The lilcit Shear force to tite Shter WaLIS

$5-$ THE Diaphram ChORD DORES

FBD LoADs DS SHEAR WRLS

$(2-6)7$ How Dowl ForcesA single story shop is subject to wind velocity with the equivalent pressure on the verticle projection of $35$ PSF$.$ Analyze the structure in both principle axis and determine the following:

$($Free body diagram $1)$

$1.$ Uniform lateral load to the structure

$2.$ The horizontal load to the roof diaphram and foundation

$3.$ the resultant roof diaphram shear forces.

$4.$ the unit shear force to the shear walls.

$5.($Free Body Diagram $2-6)$

$6.$ loads to shear walls.

$7.$ hold down forces

GIVEN:

Roof DL $10$ PSF

Wall DL $12$ psf