The steel framework, as show in the figure below, is used to support the reinforced stone concrete slab. The slab is 7 inch thick. Determine the loading that acts along beam BE and girder ABC. Take a = 10 ft. and b = 15 ft. and roof live load of 100 lb/ft^2 .
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The steel framework, as show in the figure below, is used to
support the reinforced stone...
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a...
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a reinforced concrete floor slab that provides continuous lateral support of the compression flange The service dead load is 450 lb/ft. This load is superimposed on the beam: it does n include the weight of the beam itself. The service live load is 550 lb/ft. Does this bean have adequate moment strength? (25 430 550
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering...
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering load factors. 2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE Set - 10 ft. b = 30 in Hin: See Tables 1-2 and 1-4.
10, A w24x 55 floor beam supports a 4-inch-thick reinforced concrete slab with an effective width...
10, A w24x 55 floor beam supports a 4-inch-thick reinforced concrete slab with an effective width of 78 inches. The 28-day compressive strength of the concrete is 4 ksi. a. Determine required number of anchors to make the beam fully composite. b. Calculate resisting moment of the steel beam before concrete hardens,pMn. c. Calculate resisting moment of the composite beam, Mn. d. If number of studs are reduced by 25%, determine the available flexural strength of composite beam,oMn. Calculate final...
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...
help on b and d pls Review Part B The steel framework is used to support...
help on b and d pls
Review Part B The steel framework is used to support the stone concrete slab that is used for an office. The slab is 205 mm thick. Take a 2 m, b=5 m. Assume that the beams AF and CD are not supported by the girder FED, therefore the forces that the beams AF and CD exert on their supports at F and D do not act on FED. Hint: See Tables 1.2 and 1.4...
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...
2) Consider the arrangement of beams and girders that are used to support a 5 in...
2) Consider the arrangement of beams and girders that are used to support a 5 in reinforced concrete floor for a small industrial building as shown in Figure 2. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 80 psf. Concrete weight is 150 lb/ft3. (5 pts) Note : Floor continues on all sides Column Girder Ronen Beam ? 3 at 8 ft24 ft Figure...
*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...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (4 inch-thick reinforced concrete slab at the roof and 6 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel: (20 points) 1) Dead load...
Reinforced Concrete Exam 1 CiEn 470, Reinforced Concrete Last Name, First Name Problemt3[40% esign a 24-foot...
Reinforced Concrete
Exam 1 CiEn 470, Reinforced Concrete Last Name, First Name Problemt3[40% esign a 24-foot long reinforced concrete beam to support a dead load of 500 lb/ft (including the beam self weight) and a live load of 1,500 lb/ft The architect has requested a beam width of 9 inches. Use 60 ksi steel and S ks concrete. (Assume #3 stirrups) a) D b) Sketch the detailed cross-section of your design c) Analyze your design for safety.
Name beam shown in Figure is a W16 x 31 of A36 steel. It supports a reinforced concrete floor slab that provides continuous lateral support of the compression flange The service dead load is 450 lb/ft. This load is superimposed on the beam: it does n include the weight of the beam itself. The service live load is 550 lb/ft. Does this bean have adequate moment strength? (25 430 550
For problems 2-3 and 2-4 below, the textbook adds live load and dead load without considering load factors. 2-3. The floor system used in a school classroom consists of a 4-in. reinforced stone concrete slab. Sketch the loading that acts along the joist BF and side girder ABCDE Set - 10 ft. b = 30 in Hin: See Tables 1-2 and 1-4.
10, A w24x 55 floor beam supports a 4-inch-thick reinforced concrete slab with an effective width of 78 inches. The 28-day compressive strength of the concrete is 4 ksi. a. Determine required number of anchors to make the beam fully composite. b. Calculate resisting moment of the steel beam before concrete hardens,pMn. c. Calculate resisting moment of the composite beam, Mn. d. If number of studs are reduced by 25%, determine the available flexural strength of composite beam,oMn. Calculate final...
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...
help on b and d pls
Review Part B The steel framework is used to support the stone concrete slab that is used for an office. The slab is 205 mm thick. Take a 2 m, b=5 m. Assume that the beams AF and CD are not supported by the girder FED, therefore the forces that the beams AF and CD exert on their supports at F and D do not act on FED. Hint: See Tables 1.2 and 1.4...
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...
2) Consider the arrangement of beams and girders that are used to support a 5 in reinforced concrete floor for a small industrial building as shown in Figure 2. Design the beams and girders assuming that they are simply supported. Assume full lateral support of the compression flange and a live load of 80 psf. Concrete weight is 150 lb/ft3. (5 pts) Note : Floor continues on all sides Column Girder Ronen Beam ? 3 at 8 ft24 ft Figure...
*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...
4. A two story office building has interior columns spaced 25 ft apart in two perpendicular directions. The columns are fixed at the roof, the second floor and the ground floor in both directions. Consider the dead load (4 inch-thick reinforced concrete slab at the roof and 6 inch thick reinforced concrete slab at the floor) as well as appropriate live load. Ignore other dead weight other than shown. Determine the following using A992 steel: (20 points) 1) Dead load...
Reinforced Concrete
Exam 1 CiEn 470, Reinforced Concrete Last Name, First Name Problemt3[40% esign a 24-foot long reinforced concrete beam to support a dead load of 500 lb/ft (including the beam self weight) and a live load of 1,500 lb/ft The architect has requested a beam width of 9 inches. Use 60 ksi steel and S ks concrete. (Assume #3 stirrups) a) D b) Sketch the detailed cross-section of your design c) Analyze your design for safety.
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