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Required information Consider the floor plan shown in the figure Given: X-30 ft. 66.67'40 C4 A- I...
Consider the floor plan shown in Figure P2.4. Compute the tributary areas for (a) floor beam...
Consider the floor plan shown in Figure P2.4. Compute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (ђ interior column C2. Figure P2.4: [email protected]. = 40% C4 B2 GI B3 B4 - 2@10.=20 C2 G4 G2 G3 B1 5@8. 40 C3 C1 40 20
Find: The loading (W ) for floor beam B1 is_____ kips/ft. The loading (W ) for floor beam B2 is_____ kips/ft. The loadin...
Find:
The loading (W ) for floor beam B1 is_____
kips/ft.
The loading (W ) for floor beam B2 is_____
kips/ft.
The loading (P ) for girder G1 is______
kips.
The loading (W ) for girder G2 is_____
kips.
The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard 6@ 6.67'=40. C4 A-I B2 G1 B3 2@10. = 20. B4 C2 G3...
live load on the floor plan in Figure P2.4 is 60 lb/t2 Establish the loading for...
live load on the floor plan in Figure P2.4 is 60 lb/t2 Establish the loading for members (a) floor beam B3, (b) floor beam B4, (c) girder G3, and girder G4. Consider the live load reduction if permitted by the ASCE standard. Figure P2.4 6 @ 6.67.= 4041 C4 A I B2 G1 B3 B4 2@10.=20. Tc2 G2 G3 B1 5@8. = 40. C-I I_I C3 Cl 400
find : 1) Loading (W) for floor beam B1 in Kips/ft 2) Loading (W) for floor beam B2 in Kips/ft 3) Loading (P) for Gride...
find :
1) Loading (W) for floor beam B1 in Kips/ft
2) Loading (W) for floor beam B2 in Kips/ft
3) Loading (P) for Grider G1 in Kips
4) Loading (W) for Grider G2 in Kips
The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard. .9 6 @ 6.67' 40 C4 GI B3 1182 1182 2 @ 10 20 B4 C2...
Solve number Q7 5- Consider the floor plan shown in the Figure 1, Compute the tributary...
Solve number Q7
5- Consider the floor plan shown in the Figure 1, Compute the tributary areas for (a) floor beam BI, (b) girder G1, (c) girder G2, (d) comer column C3, and (e) interior column B2. Gi G2 12-24 B2 Bl 12'= 24' C3 Figure 1 Refer to Figure 1, for the floor plan. Calculate the influence areas for (a) floor beam Bl, (b) girder G1, (c) girder G2, (d) cormer column C3, and (e) interior column B2. (Influence...
is the second floor of a four-story building. a flat Consider the floor framing plan shown...
is the second floor of a four-story building. a flat Consider the floor framing plan shown below. Thi The design floor live load is 90 psf. The design roof live load is 20 psf. The structure has roof G1 G4 /2 G2 GS 2o G3 FLOOR FRAMING PLAN Assume that the floor between Beams B7 and B8 is supported directly by these two beams only (not by Girders G2 and G3). Beam B7 has a self-weight of 30 plf. The...
*please solve ALL questions Assume that the floor between Beams B7 and B8 is supported directly...
*please solve ALL questions
Assume that the floor between Beams B7 and B8 is supported
directly by these two beams only (not by Girders G2 and G3). Beam
B7 has a self-weight of 30 plf. The floor slab consists of a
4-in.-thick, normal-weight, reinforced concrete slab (unit weight =
150 pcf). An additional floor dead load of 15 psf is specified to
account for the weight of suspended utilities and fixtures. As an
exterior beam, B7 must also support one...
1. The floor framing plan is shown below. Design the beams B1, B2, and Ba Check...
1. The floor framing plan is shown below. Design the beams B1, B2, and Ba Check the beam weight for each beam. The bay does not repeat. Note The dead load does not include the weight of the beam Select the most economical section for each design to be fully laterally braced. Use A36 steel where Beam B1 frames into it only. Use A992 Grade 50 steel is considered fully braced by the slab it supports. Use A992 Grade 50...
For Problems 3-4 through 3.8, compute the values requested using the basic floor framing plan shown...
For Problems 3-4 through 3.8, compute the values requested using the basic floor framing plan shown in the accompanying figure. Consider floor live-load reductions following the provisions of ASCE 7-16 as appropriate. For purposes of these problems, assume that this is the uppermost floor in a multistory office building. Also assume that it has a one-way slab behavior. Basic Building Layout 2 -40 ft -40 ft-*-40 ft- (3) (4) 40 ft 35 ft 4-35 ft 35 ft- Problems 3.4–3.8 P34...
Seeking structural engineering help. please answer the entire question, showing all steps. thank ...
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
Consider the floor plan shown in Figure P2.4. Compute the tributary areas for (a) floor beam B1, (b) floor beam B2, (c) girder G1, (d) girder G2, (e) corner column C1, and (ђ interior column C2. Figure P2.4: 
Find:
The loading (W ) for floor beam B1 is_____
kips/ft.
The loading (W ) for floor beam B2 is_____
kips/ft.
The loading (P ) for girder G1 is______
kips.
The loading (W ) for girder G2 is_____
kips.
The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard 6@ 6.67'=40. C4 A-I B2 G1 B3 2@10. = 20. B4 C2 G3...
live load on the floor plan in Figure P2.4 is 60 lb/t2 Establish the loading for members (a) floor beam B3, (b) floor beam B4, (c) girder G3, and girder G4. Consider the live load reduction if permitted by the ASCE standard. Figure P2.4 6 @ 6.67.= 4041 C4 A I B2 G1 B3 B4 2@10.=20. Tc2 G2 G3 B1 5@8. = 40. C-I I_I C3 Cl 400
find :
1) Loading (W) for floor beam B1 in Kips/ft
2) Loading (W) for floor beam B2 in Kips/ft
3) Loading (P) for Grider G1 in Kips
4) Loading (W) for Grider G2 in Kips
The uniformly distributed live load on the floor plan in the figure given below is 65 Ib/ft2. Consider the live load reduction if permitted by the ASCE standard. .9 6 @ 6.67' 40 C4 GI B3 1182 1182 2 @ 10 20 B4 C2...
Solve number Q7
5- Consider the floor plan shown in the Figure 1, Compute the tributary areas for (a) floor beam BI, (b) girder G1, (c) girder G2, (d) comer column C3, and (e) interior column B2. Gi G2 12-24 B2 Bl 12'= 24' C3 Figure 1 Refer to Figure 1, for the floor plan. Calculate the influence areas for (a) floor beam Bl, (b) girder G1, (c) girder G2, (d) cormer column C3, and (e) interior column B2. (Influence...
is the second floor of a four-story building. a flat Consider the floor framing plan shown below. Thi The design floor live load is 90 psf. The design roof live load is 20 psf. The structure has roof G1 G4 /2 G2 GS 2o G3 FLOOR FRAMING PLAN Assume that the floor between Beams B7 and B8 is supported directly by these two beams only (not by Girders G2 and G3). Beam B7 has a self-weight of 30 plf. The...
*please solve ALL questions
Assume that the floor between Beams B7 and B8 is supported
directly by these two beams only (not by Girders G2 and G3). Beam
B7 has a self-weight of 30 plf. The floor slab consists of a
4-in.-thick, normal-weight, reinforced concrete slab (unit weight =
150 pcf). An additional floor dead load of 15 psf is specified to
account for the weight of suspended utilities and fixtures. As an
exterior beam, B7 must also support one...
1. The floor framing plan is shown below. Design the beams B1, B2, and Ba Check the beam weight for each beam. The bay does not repeat. Note The dead load does not include the weight of the beam Select the most economical section for each design to be fully laterally braced. Use A36 steel where Beam B1 frames into it only. Use A992 Grade 50 steel is considered fully braced by the slab it supports. Use A992 Grade 50...
For Problems 3-4 through 3.8, compute the values requested using the basic floor framing plan shown in the accompanying figure. Consider floor live-load reductions following the provisions of ASCE 7-16 as appropriate. For purposes of these problems, assume that this is the uppermost floor in a multistory office building. Also assume that it has a one-way slab behavior. Basic Building Layout 2 -40 ft -40 ft-*-40 ft- (3) (4) 40 ft 35 ft 4-35 ft 35 ft- Problems 3.4–3.8 P34...
seeking structural engineering help. please answer the entire
question, showing all steps. thank you very much!
The structural steel framing plan of the figure represents a floor system for a narrow commercial building. The floor is to support a 6 in. thick reinforced concrete slab, a live load of 150 psf and an additional future load of 20 psf. Use the Allowable Stress Design (as per the class reference materials) and ASTMA36 steel for all members, use 0.6 Fy as...
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