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live load on the floor plan in Figure P2.4 is 60 lb/t2 Establish the loading for...
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...
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 : 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...
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...
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...
P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams f...
P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams for B1, B2, G1, and G2 located in the roof. For Problems_3.9 through 3.27 compute the values requested using the basic floor/roof framing plan shown in the figure part (a). The building consists of five levels as shown in the...
Considering the floor layout shown in Fig. 1 and assuming a distribute Live load of 150...
Considering the floor layout shown in Fig. 1 and assuming a distribute Live load of 150 PSF, it is required to: Calculate the live load transferred to beams B1, B2 and B3 and Column C1. 3 4 (5 6 30.00 ft 6.00 6.00 6.00 6.00 6 00 HT A B1 B2 20.00 ft 20.00 ft C1 B3 B (В + B1 B2 20.00 ft 20.00 ft +++ C) 6.00 6.00 6.00 6.00 6.00 30.00 ft 3 5 6 Figure 1
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...
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 :
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...
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...
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...
P3.14 Assume W 20 ft and D 28 ft and that the slab behavior can be classified as a one-way slab. If the dead load for the roof is found to be 22 psf, compute and sketch the load diagrams for B1, B2, G1, and G2 located in the roof. For Problems_3.9 through 3.27 compute the values requested using the basic floor/roof framing plan shown in the figure part (a). The building consists of five levels as shown in the...
Considering the floor layout shown in Fig. 1 and assuming a distribute Live load of 150 PSF, it is required to: Calculate the live load transferred to beams B1, B2 and B3 and Column C1. 3 4 (5 6 30.00 ft 6.00 6.00 6.00 6.00 6 00 HT A B1 B2 20.00 ft 20.00 ft C1 B3 B (В + B1 B2 20.00 ft 20.00 ft +++ C) 6.00 6.00 6.00 6.00 6.00 30.00 ft 3 5 6 Figure 1
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r=9.28
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