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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 Problem#213091 An interior reinforced concrete slab is 7.5...
Reinforced Concrete
Exam 1 CIEn 470, Reinforced Concrete Problem#213091 An interior reinforced concrete slab is 7.5 inches thick and spans 20 feet if 60,000 #5 bars are spaced 24 inches apart and 5,000 psi concrete are used, determine the following Last Name, First Name a) Moment capacity of the slab b) Maxdimum service live load of the slab c) Required shrinkage and temperature steel d) values maximum service live load that the slab can safely support in pounds per square...
Name: Date: Part II: Numerical responses 1. (+35) Design a rectangular reinforced concrete beam (tension steel...
Name: Date: Part II: Numerical responses 1. (+35) Design a rectangular reinforced concrete beam (tension steel only) for a simply span of 30 ft. Uniform service loads are 2 kips/ft dead load (included the beam weight) and 3.0 kips/ft live load. The beam is to be not exceed 16 inch wide due to column size. Use fe'=4000psi and fy 60000psi. Sketch your design and calculate Mn for the beam you design. Note: this is an open-end design for you to...
Reinforced Concrete Design Please answer it with good write . Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine th...
Reinforced Concrete Design
Please answer it with good write .
Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 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...
A reinforced concrete cantilevered beam with a span of 5 m extends from the wall, as shown in the...
A reinforced concrete cantilevered beam with a span of 5 m extends from the wall, as shown in the figure below. The beam has a rectangular cross-section and supports a uniform dead load (DL) of 15 kN/m (excluding the self-weight) and a uniform live load (LL) of 25 kN/m. The beam width is restricted to 400 mm. Use 10M stirrups and 25M bars for tension steel. The maximum aggregate size is 20 mm. 1ie 5.5. beam is located in the...
CAEE 436 Reinforced Concrete Design Review Quiz 10 Nov. 9 2018 Name Open book and notes...
CAEE 436 Reinforced Concrete Design Review Quiz 10 Nov. 9 2018 Name Open book and notes Design a square column to support dead load of 230 kips and live load of 160 kips. fc-4 Ksi and fy-60 Ksi. Use reinforcement ratio of about 3.5 percent. Design the cross section, main steel and the required ties.
. Deisgn a reinforced concrete cross-section with unknown dimensions Problem 1 Design the steel reinforcement for...
. Deisgn a reinforced concrete cross-section with unknown dimensions Problem 1 Design the steel reinforcement for the beam shown in Figure 1 that supports its own self-weight, a uninformly distributed dead load, a uniformly distributed live load, and a live point load located at midspan. In your solution, you should select the area of reinforcement, the number and size of reinforcing bars, and the section depth in order to receive full credit. Assume J 5,000 psi, fy 60,000 psi. 16...
Please answer question 1 thank you Reinforced Concrete HW 18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12...
Please answer question 1 thank you
Reinforced Concrete HW
18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12 April 2018 Due: 19 April 2018 1. Design the shear reinforcement (vertical stirrups) for the beam shown in the figure. Design stirrups based on the shear envelope using the approximate procedure discussed in class. Note that for the overhangs the maximum shear at the support is induced by placing dead and live loads throughout the cantilever portion. Satisfy all strength and spacing requirements specified...
Please answer question 1 thank you Reinforced Concrete HW 18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12...
Please answer question 1 thank you
Reinforced Concrete HW
18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12 April 2018 Due: 19 April 2018 1. Design the shear reinforcement (vertical stirrups) for the beam shown in the figure. Design stirrups based on the shear envelope using the approximate procedure discussed in class. Note that for the overhangs the maximum shear at the support is induced by placing dead and live loads throughout the cantilever portion. Satisfy all strength and spacing requirements specified...
A rectangular, tension-reinforced beam is to be designed for dead load of 500 Ib/ft plus self...
A rectangular, tension-reinforced beam is to be designed for dead load of 500 Ib/ft plus self weight and service live load of 1200 Ib/ft, with a 22 ft simple span. Material strengths will be fy 60 ksi and J 16 in. Calculate the required beam width and tensile steel requirement, using a reinforcement ratio of 0.60po.o0s. Use ACI load factors and strength reduction factors. The effective depth may be assumed to be 2.5 in. less than the total depth steel...
Reinforced Concrete
Exam 1 CIEn 470, Reinforced Concrete Problem#213091 An interior reinforced concrete slab is 7.5 inches thick and spans 20 feet if 60,000 #5 bars are spaced 24 inches apart and 5,000 psi concrete are used, determine the following Last Name, First Name a) Moment capacity of the slab b) Maxdimum service live load of the slab c) Required shrinkage and temperature steel d) values maximum service live load that the slab can safely support in pounds per square...
Name: Date: Part II: Numerical responses 1. (+35) Design a rectangular reinforced concrete beam (tension steel only) for a simply span of 30 ft. Uniform service loads are 2 kips/ft dead load (included the beam weight) and 3.0 kips/ft live load. The beam is to be not exceed 16 inch wide due to column size. Use fe'=4000psi and fy 60000psi. Sketch your design and calculate Mn for the beam you design. Note: this is an open-end design for you to...
Reinforced Concrete Design
Please answer it with good write .
Problem 1: The reinforced concrete cantilever beam shown is subjected to a concentrated load P- 2 kips, at its free end. Determine the development length of the shown bars using the detailed and simplified methods for the following cases: a) straight bars b) 90 hooks c )180, hooks The column width is 22 inches. Concrete cover is measured from the concrete surface to the center of the reinforcement. fc 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...
A reinforced concrete cantilevered beam with a span of 5 m extends from the wall, as shown in the figure below. The beam has a rectangular cross-section and supports a uniform dead load (DL) of 15 kN/m (excluding the self-weight) and a uniform live load (LL) of 25 kN/m. The beam width is restricted to 400 mm. Use 10M stirrups and 25M bars for tension steel. The maximum aggregate size is 20 mm. 1ie 5.5. beam is located in the...
CAEE 436 Reinforced Concrete Design Review Quiz 10 Nov. 9 2018 Name Open book and notes Design a square column to support dead load of 230 kips and live load of 160 kips. fc-4 Ksi and fy-60 Ksi. Use reinforcement ratio of about 3.5 percent. Design the cross section, main steel and the required ties.
. Deisgn a reinforced concrete cross-section with unknown dimensions Problem 1 Design the steel reinforcement for the beam shown in Figure 1 that supports its own self-weight, a uninformly distributed dead load, a uniformly distributed live load, and a live point load located at midspan. In your solution, you should select the area of reinforcement, the number and size of reinforcing bars, and the section depth in order to receive full credit. Assume J 5,000 psi, fy 60,000 psi. 16...
Please answer question 1 thank you
Reinforced Concrete HW
18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12 April 2018 Due: 19 April 2018 1. Design the shear reinforcement (vertical stirrups) for the beam shown in the figure. Design stirrups based on the shear envelope using the approximate procedure discussed in class. Note that for the overhangs the maximum shear at the support is induced by placing dead and live loads throughout the cantilever portion. Satisfy all strength and spacing requirements specified...
Please answer question 1 thank you
Reinforced Concrete HW
18%20(2).pdf CEE433- Homework Assignment 9 Assigned: 12 April 2018 Due: 19 April 2018 1. Design the shear reinforcement (vertical stirrups) for the beam shown in the figure. Design stirrups based on the shear envelope using the approximate procedure discussed in class. Note that for the overhangs the maximum shear at the support is induced by placing dead and live loads throughout the cantilever portion. Satisfy all strength and spacing requirements specified...
A rectangular, tension-reinforced beam is to be designed for dead load of 500 Ib/ft plus self weight and service live load of 1200 Ib/ft, with a 22 ft simple span. Material strengths will be fy 60 ksi and J 16 in. Calculate the required beam width and tensile steel requirement, using a reinforcement ratio of 0.60po.o0s. Use ACI load factors and strength reduction factors. The effective depth may be assumed to be 2.5 in. less than the total depth steel...
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