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8 The typical dead and live loads on the floor below are 50psf and 100psf. A....
*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...
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...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load combinations. Beam loads should be in plf, column loads should be in kips. [To be done by hand.] Note: It is acceptable check only equations 16-1 and 16-2 of IBC 2012. a. Beam I b. Веam II olumn A/3-supporting 1 story d. Column B/2- supporting 1 story C e. Column B/2-supporting 4 stories Given loading: Dead Load 60...
Required information Consider the floor plan shown in the figure Given: X-30 ft. 66.67'40 C4 A- I...
Required information Consider the floor plan shown in the figure Given: X-30 ft. 66.67'40 C4 A- I B2 G1 B3 2@10'20 C2 G4 G1 G3 58'40 C3 C1 40 Compute the tributary area for floor beam B1 by simplified load distribution and actual load distribution The tributary area (AT) for floor beam B1by simplified load distribution is The tributary area (AT for floor beam B1 by actual load distribution is ft 2 2 ft
Required information Consider the floor plan...
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf...
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf 2VLI20 (2" deep metal deck with 42" of concrete on top) Mechanical ducts = 4 psf Electrical 1 psf Gypsum board ceiling 3 psf Beam self-weight is given by its name (ie. W16x26 is 26 plf) Girder self-weight is given by its name (ie. W30x90 is 90 plf) The floor live load is 150 psf. 45 psf 1. Determine the end reactions for Beams...
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
Partial framing plan for a office is shown. There is no floor finish on the concrete...
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions of beam B1 are: 400 mm depth and 350 mm width, Draw the distribution of dead and live load for Beam B1. Include self weight of the beam. 4m Reduce live load as applicable. B 81 4m 200 mm Slab thickness 7.5m
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions...
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...
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...
*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...
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...
1. For the building shown below, calculate the dead load, reduced live load, and maximum design load per IBC 2012, LRFD load combinations. Beam loads should be in plf, column loads should be in kips. [To be done by hand.] Note: It is acceptable check only equations 16-1 and 16-2 of IBC 2012. a. Beam I b. Веam II olumn A/3-supporting 1 story d. Column B/2- supporting 1 story C e. Column B/2-supporting 4 stories Given loading: Dead Load 60...
Required information Consider the floor plan shown in the figure Given: X-30 ft. 66.67'40 C4 A- I B2 G1 B3 2@10'20 C2 G4 G1 G3 58'40 C3 C1 40 Compute the tributary area for floor beam B1 by simplified load distribution and actual load distribution The tributary area (AT) for floor beam B1by simplified load distribution is The tributary area (AT for floor beam B1 by actual load distribution is ft 2 2 ft
Required information Consider the floor plan...
The floor system shown has a dead load that includes: Floor tile and bedding 17 psf 2VLI20 (2" deep metal deck with 42" of concrete on top) Mechanical ducts = 4 psf Electrical 1 psf Gypsum board ceiling 3 psf Beam self-weight is given by its name (ie. W16x26 is 26 plf) Girder self-weight is given by its name (ie. W30x90 is 90 plf) The floor live load is 150 psf. 45 psf 1. Determine the end reactions for Beams...
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
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions of beam B1 are: 400 mm depth and 350 mm width, Draw the distribution of dead and live load for Beam B1. Include self weight of the beam. 4m Reduce live load as applicable. B 81 4m 200 mm Slab thickness 7.5m
Partial framing plan for a office is shown. There is no floor finish on the concrete slab. Stem dimensions...
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...
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...
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