4 т5 т王5 т5 т主 The steel framework of the 2nd floor of a library building shown below is used to support thereinforced concrete slab. The slab is 270'mm thick. Use yconc 24 kN/m^3,TABLE 1.2 MINIMUM FLOOR LIVE LOADS FOR BUILDINGSLive LoadOccupancy or UsepsfkPaHospital patient rooms, residentialdwellings, apartments, hotel guest rooms, schoolclassrooms401.92Library reading rooms, hospital operating roomsand laboratoriesDance hals and ballrooms, restaurants, gymnasiumsLight manufacturing, light storage warehouses,wholesale stores602.871004.791256.00Heavy manufacturing, heavy storage warchouses25011.97Source: Adapted with permission from ASCE/SEI 7-05, Minimam Design Loads forBuildinas and Other Structures.a. Determine the reaction at F (Fy) of girder AF.b. Determine the reaction at F (Fy) of girder FH.

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The steel framework of the 2nd floor of a library building shown below is used to support the reinforced concrete slab. The slab is 270'mm thick. Use yconc 24 kN/m^3, TABLE 1.2 MINIMUM FLOOR LIVE LOADS FOR BUILDINGS Live Load Occupancy or Use psf kPa 1.92 Hospital patient rooms, residential dwellings, apartments, hotel guest rooms, school classrooms 40 Library reading rooms, hospital operating rooms and laboratories 60 2.87 Dance hals and ballrooms, restaurants, gymnasiums Light manufacturing, light storage warchouses, wholesale stores 100 4.79 125 6.00 Heavy manufacturing, heavy storage warchouses 250 11.97 Source: Adapted with permission from ASCE/SEI 7-05, Minimum Design Loads for Buildinas and Other Structures. a. Determine the reaction at F (Fy) of girder AF. b. Determine the reaction at F (Fy) of girder FH.

The steel framework of the 2nd floor of a library building shown below is used to support the reinforced concrete slab. The slab is 270'mm thick. Use yconc 24 kN/m^3, TABLE 1.2 MINIMUM FLOOR LIVE LOADS FOR BUILDINGS Live Load Occupancy or Use psf kPa 1.92 Hospital patient rooms, residential dwellings, apartments, hotel guest rooms, school classrooms 40 Library reading rooms, hospital operating rooms and laboratories 60 2.87 Dance hals and ballrooms, restaurants, gymnasiums Light manufacturing, light storage warchouses, wholesale stores 100 4.79 125 6.00 Heavy manufacturing, heavy storage warchouses 250 11.97 Source: Adapted with permission from ASCE/SEI 7-05, Minimum Design Loads for Buildinas and Other Structures. a. Determine the reaction at F (Fy) of girder AF. b. Determine the reaction at F (Fy) of girder FH.

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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