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
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Chapter2: Loads On Structures
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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
Hospital patient rooms, residential
dwellings, apartments, hotel guest rooms, school
classrooms
40
1.92
Library reading rooms, hospital operating rooms
and laboratories
Dance hals and ballrooms, restaurants, gymnasiums
Light manufacturing, light storage warehouses,
wholesale stores
60
2.87
100
4.79
125
6.00
Heavy manufacturing, heavy storage warchouses
250
11.97
Source: Adapted with permission from ASCE/SEI 7-05, Minimam 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.
Transcribed Image Text: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 Hospital patient rooms, residential dwellings, apartments, hotel guest rooms, school classrooms 40 1.92 Library reading rooms, hospital operating rooms and laboratories Dance hals and ballrooms, restaurants, gymnasiums Light manufacturing, light storage warehouses, wholesale stores 60 2.87 100 4.79 125 6.00 Heavy manufacturing, heavy storage warchouses 250 11.97 Source: Adapted with permission from ASCE/SEI 7-05, Minimam 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.
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