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2. A steel framing plan is shown below with the following parameters: S = 2m, L = 7m. A B 3S -SE. W21x93 DT W21x93 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 S 5 •I E W21x93 W21x93 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 FIFTH FLOOR FRAMING PLAN NOT TO SCALE It is topped with 100 mm concrete slab with a unit weight of 25 kN/m³. The superimposed dead load is W/5 kPa and occupancy live load is Z/10 kPa. Using LRFD load combinations, determine the following: a) What is the design moment for W12x58 in kNm? b) What is the design shear force for W12x58 in KN? I W21x93 LL F W21x93

2. A steel framing plan is shown below with the following parameters: S = 2m, L = 7m. A B 3S -SE. W21x93 DT W21x93 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 S 5 •I E W21x93 W21x93 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 FIFTH FLOOR FRAMING PLAN NOT TO SCALE It is topped with 100 mm concrete slab with a unit weight of 25 kN/m³. The superimposed dead load is W/5 kPa and occupancy live load is Z/10 kPa. Using LRFD load combinations, determine the following: a) What is the design moment for W12x58 in kNm? b) What is the design shear force for W12x58 in KN? I W21x93 LL F W21x93

Structural Analysis
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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W= 25, W= 25 KN/m w/2=12.5 KN /m %3D w/5 = 5m, 5KPa %3D X=475 Y= 155 57=775 KN Y/100 = 7.75m %3D Z/10=6.0m, 6.OK Pq %3D
Transcribed Image Text:W= 25, W= 25 KN/m w/2=12.5 KN /m %3D w/5 = 5m, 5KPa %3D X=475 Y= 155 57=775 KN Y/100 = 7.75m %3D Z/10=6.0m, 6.OK Pq %3D
2. A steel framing plan is shown below with the following parameters: S = 2m, L = 7m. A W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 F W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 FIFTH FLOOR FRAMING PLAN NOT TO SCALE It is topped with 100 mm concrete slab with a unit weight of 25 kN/m³. The superimposed dead load is W/5 kPa and occupancy live load is Z/10 kPa. Using LRFD load combinations, determine the following: a) What is the design moment for W12x58 in kNm? b) What is the design shear force for W12x58 in kN? c) What is the design moment for W21x93 in kNm? d) What is the design shear for W21x93 in kN? e) What is the design torsion for W12x58 in kNm? Consider self-weight of members. 3S 3S W21x93 W21x93 w21x93 W21x93 W21x93 W21x93
Transcribed Image Text:2. A steel framing plan is shown below with the following parameters: S = 2m, L = 7m. A W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 F W12x58 W12x58 W12x58 W12x58 W12x58 W12x58 FIFTH FLOOR FRAMING PLAN NOT TO SCALE It is topped with 100 mm concrete slab with a unit weight of 25 kN/m³. The superimposed dead load is W/5 kPa and occupancy live load is Z/10 kPa. Using LRFD load combinations, determine the following: a) What is the design moment for W12x58 in kNm? b) What is the design shear force for W12x58 in kN? c) What is the design moment for W21x93 in kNm? d) What is the design shear for W21x93 in kN? e) What is the design torsion for W12x58 in kNm? Consider self-weight of members. 3S 3S W21x93 W21x93 w21x93 W21x93 W21x93 W21x93
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