Handwritten answers pls part b (b) Assuming the wind pressure on the windward side varies linearly between the 12-ft intervals,determine the total wind force on the building in the direction of the wind.↑ N6 @ 10'= 60'A(B)B2IG3THB4G4B160'G1C2IG2B340'C42 @ 20'=40'I+5 @ 10' = 50'C160'Building Section40'4 @ 12¹=48' (a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and consideringany live load reduction if permitted by the ASCE standard. Establish the live loads and free bodydiagrams for members (a) floor beam B1, (b) girder G2, and (c) calculate the axial forces producedby the live load in column C1 in the third and first stories.(b) Determine the wind pressure distribution on the four sides of the four-story building belowassuming wind is acting in the north-south direction.The building is located near theGeorgia coast where the wind velocity contour map in the ASCE Standard specifies a design windspeed of 140 mph and exposure D applies. The building, located on level flat ground, is classifiedas stiff because its natural period is less than 1 s, therefore, the gust facto G=0.85. The importancefactor is 1.0. The building is located on the level ground then Kz 1. Assume Ka=0.85. On thewindward side, evaluate the magnitude of the wind pressure every 12 ft in the vertical direction.

Vd = design wind speed = 140 mph Exposure D applies.G = gust factor = 0.85I = Importance factor =…

(b) Determine the wind pressure distribution on the four sides of the four-story building below assuming wind is acting in the north-south direction. The building is located near the Georgia coast where the wind velocity contour map in the ASCE Standard specifies a design wind speed of 140 mph and exposure D applies. The building, located on level flat ground, is classified as stiff because its natural period is less than 1 s, therefore, the gust facto G=0.85. The importance factor is 1.0. The building is located on the level ground then Kz=1. Assume Ka=0.85. On the windward side, evaluate the magnitude of the wind pressure every 12 ft in the vertical direction.

(b) Determine the wind pressure distribution on the four sides of the four-story building below assuming wind is acting in the north-south direction. The building is located near the Georgia coast where the wind velocity contour map in the ASCE Standard specifies a design wind speed of 140 mph and exposure D applies. The building, located on level flat ground, is classified as stiff because its natural period is less than 1 s, therefore, the gust facto G=0.85. The importance factor is 1.0. The building is located on the level ground then Kz=1. Assume Ka=0.85. On the windward side, evaluate the magnitude of the wind pressure every 12 ft in the vertical direction.

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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