For the reinforced concrete structural plan shown in figure, it is required to
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For the reinforced concrete structural plan shown in figure, it is required to
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the de...
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that: Live loads; LL-3 kN/m2, Thickness of the slab-0.12 m, flooring cover 1.5 kN/m2 fc 35 MPa, fy 420 MPa. 2.50 B2 2
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3....
REINFORCED CONCRETE DESIGN CLASS PROJECT The structural floor plan of a three-story (ground floor, two suspended...
REINFORCED CONCRETE DESIGN CLASS PROJECT The structural floor plan of a three-story (ground floor, two suspended floors, and a roof office building is shown on the next page. The floor includes one and two way solid slabs. The new building will be located in Sharjah, UAE. The floor systems consist of one-way and two-way solid slabs supported by beams running in both directions as shown in the floor plan. The design loads for the floor (in addition to the self-weight)...
Reinforced Concrete For the singly-reinforced beam shown below, determine the concrete and steel stresses at the...
Reinforced Concrete
For the singly-reinforced beam shown below, determine the concrete and steel stresses at the location of the maximum positive and negative moments. Use: modular ratio = 9. Has the beam already cracked? If the allowable concrete stresses are: concrete = 9MPa and steel = 138MPa, could this beam resist the maximum stresses experienced by the beam without failure? (Prove with solution.) 30 kN/m 16 J 530 mm 250mm Whe 250mm 1m Q
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that Live loads; LL-3 kN...
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that Live loads; LL-3 kN/m2, Thickness of the slab=0.12 m, flooring cover = 1.5 kN/m2. fc 35 MPa, f 420 MPa 8 8 2 250B2 8 8 5 5 5 2
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads...
1. Reinforced Rectangular Concrete Beam The reinforced concrete beam shown is subjected to a bending moment...
1. Reinforced Rectangular Concrete Beam The reinforced concrete beam shown is subjected to a bending moment of 200 kip ft. Knowing that the modulus of elasticity for the concrete and the steel are respectively Ec= 3.75 X 10 psi and Es = 30 x 10 psi, determine the tensile stress in [ksh] that develops in the steel bars. 20 in 1 in diameter 72.5 in 12 in-
The concrete [E = 29 GPa] pier shown in the figure is reinforced by four steel...
The concrete [E = 29 GPa] pier shown in the figure is
reinforced by four steel [E = 200 GPa] reinforcing rods,
each having a diameter of 19 mm. Assume P = 680 kN,
L = 2.10 m, and a = 275 mm. If the pier is
subjected to an axial load of 680 kN, determine
(a) the normal stress (positive if tensile and negative if
compressive) in the concrete and in the steel reinforcing
rods.
(b) the deflection of...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed loads over the entire length: DL = 14 kn/m (including self-weight) and LL = 20kN/m, fc = 32 MPa. For architectural reasons the beam width is set at 500 mm. Determine the effective depth required if ku = 0.25 for the section of maximum positive bending moment. Then design the reinforcement required. zin Figure-2
A typical cross-section of a reinforced concrete beam is shown in Figure 1. The unit weight...
A typical cross-section of a reinforced concrete beam is shown in Figure 1. The unit weight the beam concrete along with the embedded reinforcement is estimated to be 150 lbs/ft3. 72 6 6 24" 8 48 12 18 Figure 1. Typical Beam Section All Dimensions are in Inches The beam has uniform cross-section throughout its entire length and simply supported over a span (L) of 30 ft. Calculate the following due to self-weight only: (a) Self weight of the beam...
Reinforced Concrete
Strain measurements were being taken on two opposite faces of a column during a test.The column is pin supported at each end.At a particular load stage strains measured were,e1=0.002 and e2=0.0035, both being shortening.Compute the axial force,moment and curvature that is corresponding to this load stage.The material stress-strain relations are as given below.Neglect the second order effects.
A reinforced concrete beam shown in Figure below is 15-in. wide and has effective depth of31 in. ...
A reinforced concrete beam shown in Figure below is 15-in. wide and has effective depth of31 in. The factored loads are shown. (The factored uniform load includes the weight of the beam). Design the web reinforcement using the Vu diagram shown in the Figure (for a symmetric half). Assume No. 3 stirrups,fc '-4000 psi and fy=fyt-60000psi. 100 kip 100 kip d-31 in. 15 ft clear span As s) 102.5 kip se 2.5 ki @y、阪、もw cl.* 3..-K: ps
A reinforced concrete...
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that: Live loads; LL-3 kN/m2, Thickness of the slab-0.12 m, flooring cover 1.5 kN/m2 fc 35 MPa, fy 420 MPa. 2.50 B2 2
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3....
REINFORCED CONCRETE DESIGN CLASS PROJECT The structural floor plan of a three-story (ground floor, two suspended floors, and a roof office building is shown on the next page. The floor includes one and two way solid slabs. The new building will be located in Sharjah, UAE. The floor systems consist of one-way and two-way solid slabs supported by beams running in both directions as shown in the floor plan. The design loads for the floor (in addition to the self-weight)...
Reinforced Concrete
For the singly-reinforced beam shown below, determine the concrete and steel stresses at the location of the maximum positive and negative moments. Use: modular ratio = 9. Has the beam already cracked? If the allowable concrete stresses are: concrete = 9MPa and steel = 138MPa, could this beam resist the maximum stresses experienced by the beam without failure? (Prove with solution.) 30 kN/m 16 J 530 mm 250mm Whe 250mm 1m Q
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads for the marked beams B1, B2 and B3. Assume that Live loads; LL-3 kN/m2, Thickness of the slab=0.12 m, flooring cover = 1.5 kN/m2. fc 35 MPa, f 420 MPa 8 8 2 250B2 8 8 5 5 5 2
Question 2: For the reinforced concrete structural plan shown. It is required to calculate the design working and ultimate loads...
1. Reinforced Rectangular Concrete Beam The reinforced concrete beam shown is subjected to a bending moment of 200 kip ft. Knowing that the modulus of elasticity for the concrete and the steel are respectively Ec= 3.75 X 10 psi and Es = 30 x 10 psi, determine the tensile stress in [ksh] that develops in the steel bars. 20 in 1 in diameter 72.5 in 12 in-
The concrete [E = 29 GPa] pier shown in the figure is
reinforced by four steel [E = 200 GPa] reinforcing rods,
each having a diameter of 19 mm. Assume P = 680 kN,
L = 2.10 m, and a = 275 mm. If the pier is
subjected to an axial load of 680 kN, determine
(a) the normal stress (positive if tensile and negative if
compressive) in the concrete and in the steel reinforcing
rods.
(b) the deflection of...
The reinforced concrete beam shown in Figure-2 is to be subjected to the following uniformly distributed loads over the entire length: DL = 14 kn/m (including self-weight) and LL = 20kN/m, fc = 32 MPa. For architectural reasons the beam width is set at 500 mm. Determine the effective depth required if ku = 0.25 for the section of maximum positive bending moment. Then design the reinforcement required. zin Figure-2
A typical cross-section of a reinforced concrete beam is shown in Figure 1. The unit weight the beam concrete along with the embedded reinforcement is estimated to be 150 lbs/ft3. 72 6 6 24" 8 48 12 18 Figure 1. Typical Beam Section All Dimensions are in Inches The beam has uniform cross-section throughout its entire length and simply supported over a span (L) of 30 ft. Calculate the following due to self-weight only: (a) Self weight of the beam...
A reinforced concrete beam shown in Figure below is 15-in. wide and has effective depth of31 in. The factored loads are shown. (The factored uniform load includes the weight of the beam). Design the web reinforcement using the Vu diagram shown in the Figure (for a symmetric half). Assume No. 3 stirrups,fc '-4000 psi and fy=fyt-60000psi. 100 kip 100 kip d-31 in. 15 ft clear span As s) 102.5 kip se 2.5 ki @y、阪、もw cl.* 3..-K: ps
A reinforced concrete...
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