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The floor system of school classroom is shown below. Determine the total load acting on all...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is...
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load tra...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions. 50 ft 50 ft 50 ft 25 ft I(2 B1 25 ft 3 1 25 ft 4 25 ft A B D Use: Live load 110 PSF ead load excluding weight of the slab Thickness of concrete slab = 5...
show work please!! 1. For the given framing plan, first identify all unique beams and columns....
show work please!!
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions (70 Points) 50 ft 50 ft 50 ft 25 ft 25 ft 0 25 ft 25 ft Use Live load 110 PSF . Dead load excluding weight of the slab 15 PSF .Thickness of concrete slab 6...
Could you please help me on question 7. Thank you very much. The floor system shown...
Could you please help me on question 7.
Thank you very much.
The floor system shown below consists of normalweight concrete (150 pcf). Beams C2 ! LT 1 7.0 inch ! h=20 in G2! 12 in Girders BI 1 7.0 inch Slab 8 ft span h 24 in ----- - -- - --- 15 in 15 ft 15 ft Use 4000 psi concrete and Gr. 60 reinforcing steel. Assume 0.75 inch clear cover. Include concrete self-weight and a superimposed dead...
The loor system shown below is subjected to a uniform load of q 120 psf. All connections are shea...
The loor system shown below is subjected to a uniform load of q 120 psf. All connections are shear connections, I- 10 ft o.c. 30 ft Gl C1 10 ft О.С. 30 ft Floor Span I- 30 ft 30 ft Draw the free body diagram of girder Gl showing the loads applied by the beams it supports and the reaction forces that are transmitted to the supporting columns C1 and C2. You do not need to analyze all beam, girder,...
Please show all calculations so I can follow along. The answer should be 76.1kN. A roof...
Please show all calculations
so I can follow along. The answer should be 76.1kN.
A roof consists of steel beams/girders supporting 1-way slabs as shown. The weight of the slab, beams, and girders is estimated 5 kN/m2 ( i. e. D 5 kN/m2) Determine the axial load due to dead load on column C1 Openin Вeam 3 Girder 3 Girder 1 Beam Beam 2 --- 4 m. Girder 2 4 m 9 m C1 4 m
A roof consists of...
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...
*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) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribu...
1) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribution. Clearly identify the tributary area for each beam/girder (10 pts) 2) The weight of the 5 in thick concrete slab is 3 pst per inch, the beams/grders are both w12x 25 Draw a FBD of the dead load for girder ABC. (30 pts)
1) For the frame below, use a- 4 ft, b- 12 ft and...
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a...
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a 4-in. slab suspoted by 22-ft-span-length beams cast monolithically with the slab. Beams are 8 ft- 0 in. on center and have a web width of 12 22 in.; fe' 3000 psi in. and a total depth and fy 60,000 psi. Service loads are 0.125- ksf live load and 0.200-ksf dead load. The given dead load does not include the weight of the floor system....
The plan view of a typical floor of a four-story heavy storage facility is shown below. The floor and roof live load is 250 psf, and the dead load on all foors and the roof consists of the structure self-weight plus 10 psf for utilities. W 12:96 beams are spaced at 12 ft; w 18x106 reinforced one-way concrete floor/roof slab is 8" thick, each story is 12' high, and the reinforced concrete columns have a 14" x 14" cross-section girders...
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions. 50 ft 50 ft 50 ft 25 ft I(2 B1 25 ft 3 1 25 ft 4 25 ft A B D Use: Live load 110 PSF ead load excluding weight of the slab Thickness of concrete slab = 5...
show work please!!
1. For the given framing plan, first identify all unique beams and columns. After that, find out the final load transferred on each beam and girder. Finally draw load diagrams for all beams and girders, and determine the support reactions (70 Points) 50 ft 50 ft 50 ft 25 ft 25 ft 0 25 ft 25 ft Use Live load 110 PSF . Dead load excluding weight of the slab 15 PSF .Thickness of concrete slab 6...
Could you please help me on question 7.
Thank you very much.
The floor system shown below consists of normalweight concrete (150 pcf). Beams C2 ! LT 1 7.0 inch ! h=20 in G2! 12 in Girders BI 1 7.0 inch Slab 8 ft span h 24 in ----- - -- - --- 15 in 15 ft 15 ft Use 4000 psi concrete and Gr. 60 reinforcing steel. Assume 0.75 inch clear cover. Include concrete self-weight and a superimposed dead...
The loor system shown below is subjected to a uniform load of q 120 psf. All connections are shear connections, I- 10 ft o.c. 30 ft Gl C1 10 ft О.С. 30 ft Floor Span I- 30 ft 30 ft Draw the free body diagram of girder Gl showing the loads applied by the beams it supports and the reaction forces that are transmitted to the supporting columns C1 and C2. You do not need to analyze all beam, girder,...
Please show all calculations
so I can follow along. The answer should be 76.1kN.
A roof consists of steel beams/girders supporting 1-way slabs as shown. The weight of the slab, beams, and girders is estimated 5 kN/m2 ( i. e. D 5 kN/m2) Determine the axial load due to dead load on column C1 Openin Вeam 3 Girder 3 Girder 1 Beam Beam 2 --- 4 m. Girder 2 4 m 9 m C1 4 m
A roof consists of...
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...
*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) For the frame below, use a- 4 ft, b- 12 ft and c 8 ft. Draw the plan view of the load distribution. Clearly identify the tributary area for each beam/girder (10 pts) 2) The weight of the 5 in thick concrete slab is 3 pst per inch, the beams/grders are both w12x 25 Draw a FBD of the dead load for girder ABC. (30 pts)
1) For the frame below, use a- 4 ft, b- 12 ft and...
Problem #2 (33%) Design the T-beam for the floor system shown below. The floor has a 4-in. slab suspoted by 22-ft-span-length beams cast monolithically with the slab. Beams are 8 ft- 0 in. on center and have a web width of 12 22 in.; fe' 3000 psi in. and a total depth and fy 60,000 psi. Service loads are 0.125- ksf live load and 0.200-ksf dead load. The given dead load does not include the weight of the floor system....
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