Handwritten answer pls, part a (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 K-1. Assume Ka=0.85. On thewindward side, evaluate the magnitude of the wind pressure every 12 ft in the vertical direction.

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(a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and considering any live load reduction if permitted by the ASCE standard. Establish the live loads and free body diagrams for members (a) floor beam B1, (b) girder G2, and (c) calculate the axial forces produced by the live load in column C1 in the third and first stories.

(a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and considering any live load reduction if permitted by the ASCE standard. Establish the live loads and free body diagrams for members (a) floor beam B1, (b) girder G2, and (c) calculate the axial forces produced by the live load in column C1 in the third and first stories.

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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Floor Plan Details

Floor plans are the scale drawings that show the interplay of rooms, spaces, and physical objects. They are an integral part of the house plan. They let you see how people will move around the room. Floor plans determine the suitability of space for its intended use, work through any potential issues, and redesign before moving on to more comprehensive planning or constructing phases. It shows the different alternatives and perspectives related to the location and dimension of rooms, windows, doors, kitchen and all other things as per the requirement by the user. Many consultants give their own floor plans as reference to the clients for a better idea and to develop good floor plans.

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Handwritten answer pls, part a

(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.
↑ N
6 @ 10' = 60'
A
(B)
B2
I
G3
TH
B4
G4
B1
60'
G1
C2
I
G2
B3
40'
C4
2 @ 20'=40'
I+
5 @ 10' = 50'
C1
60'
Building Section
40'
4 @ 12¹=48'

(a) The uniformly distributed live load on all four floors in figure below is 70 lb/ft² and considering
any live load reduction if permitted by the ASCE standard. Establish the live loads and free body
diagrams for members (a) floor beam B1, (b) girder G2, and (c) calculate the axial forces produced
by 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 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 K-1. Assume Ka=0.85. On the
windward side, evaluate the magnitude of the wind pressure every 12 ft in the vertical direction.

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Step 1: Introducing given data

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Step 2: Calculate tributary area for beam B1

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Step 3: Calculate LL for beam B1 & draw FBD

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Step 4: Calculate tributary area for girder G2

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Step 5: Calculate LL for beam G2

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Step 6: Draw FBD of G2

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Step 7: Calculate live load for C1

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Step 8: Calculate axial load in column C1 due to live load

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