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Structural Design
Question 2 (35 pts) The frame of a reinforced concrete structure is given in...
DESIGN OF REINFORCED CONCRETE 120 cm al EQ 10cm 50cm 5cm a-a b-b Design the frame given above using the data provided f...
DESIGN OF REINFORCED CONCRETE
120 cm al EQ 10cm 50cm 5cm a-a b-b Design the frame given above using the data provided for each student. a) Include elements self weight to the loads given to you. (Note that loads given are assumed to be the loads transferred from slabs) b) Design the beam BD for flexure c) Design the beam BD for shear d) Design the columns AB and CD. Assume the columns are braced and not slender e) Show...
RENFORCEMENT CONCRETE DESIGN (ACI-Code 2019). Reinforced Concrete Design Example 1: Using the ACI-Code approximate structural analysis,...
RENFORCEMENT CONCRETE DESIGN (ACI-Code 2019).
Reinforced Concrete Design Example 1: Using the ACI-Code approximate structural analysis, design for a warehouse, a continuous one-way solid slab supported on beams 4.0 m apart as shown in Figure. Assume that the beam webs are 30 cm wide. The dead load is 3 kN/m² in addition to the own weight of the slab, and the live load is 3 kN/m². Use fcº=28MPa, fy= 420MPa 8.0 m 4.0 m 4.0 m 4.0 m
reinforced concrete design , ACI code Shear Strength of Flexural Members Design for shear forces The...
reinforced concrete design , ACI code
Shear Strength of Flexural Members Design for shear forces The simply supported beam shown is subjected to ultimate (factored) distributed and concentrated loads 1. Determine the shear capacity of concrete at the critical section according to ACI318-14 detailed method in Table 22.5.5.1. Design the shear reinforcement and determine the locations on the beam shear force diagram where this shear reinforcement should be placed. 2. 3. Determine the locations within the beam where minimum shear...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Use a concrete...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Usea concrete compressive...
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....
PROBLEM Authorities of the Atherton Tablelands in North Queensland proposes a glass covered 3m long walkway scenic lookout to cater for tourists. The glass panels are to be attached to an aluminium f...
PROBLEM Authorities of the Atherton Tablelands in North Queensland proposes a glass covered 3m long walkway scenic lookout to cater for tourists. The glass panels are to be attached to an aluminium frame attached to a reinforced concrete beam. You are required to design the reinforced concrete beam Gla Safety post up Thick glas SIDE VIEW FRONT VIEW Figure 1. Schematic View of the Walkway Structure To hold the aluminium frame/glass panels and to allow the tourists to walk in...
Design of beams and columns for given load
Beams and columns are structural elements that transfer load from the structure's top to the foundation. The configuration, location and selection of a suitable type of these structural members are of immense importance . In your classroom, you can see the structural arrangement of beams and columns. Students must design at least two types of beams and columns capable of carrying a load of 55 KN to replace the present concrete beam column arrangement. You are free to use any material you want,...
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
solve this structural design question using australian standards (a) The diagram shown below (Figure 3) represents a...
solve this structural design question using australian
standards
(a) The diagram shown below (Figure 3) represents a statically determinate beam ABCDE carrying a 1 kN point load which moves along the length of the beam. The support at A is fixed, B is an internal hinge and D is a roller support. Develop the following influence lines for this beam showing the values at all points A, B, C, D and E. All dimensions are in mm. Influence line for...
DESIGN OF REINFORCED CONCRETE
120 cm al EQ 10cm 50cm 5cm a-a b-b Design the frame given above using the data provided for each student. a) Include elements self weight to the loads given to you. (Note that loads given are assumed to be the loads transferred from slabs) b) Design the beam BD for flexure c) Design the beam BD for shear d) Design the columns AB and CD. Assume the columns are braced and not slender e) Show...
RENFORCEMENT CONCRETE DESIGN (ACI-Code 2019).
Reinforced Concrete Design Example 1: Using the ACI-Code approximate structural analysis, design for a warehouse, a continuous one-way solid slab supported on beams 4.0 m apart as shown in Figure. Assume that the beam webs are 30 cm wide. The dead load is 3 kN/m² in addition to the own weight of the slab, and the live load is 3 kN/m². Use fcº=28MPa, fy= 420MPa 8.0 m 4.0 m 4.0 m 4.0 m
reinforced concrete design , ACI code
Shear Strength of Flexural Members Design for shear forces The simply supported beam shown is subjected to ultimate (factored) distributed and concentrated loads 1. Determine the shear capacity of concrete at the critical section according to ACI318-14 detailed method in Table 22.5.5.1. Design the shear reinforcement and determine the locations on the beam shear force diagram where this shear reinforcement should be placed. 2. 3. Determine the locations within the beam where minimum shear...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Use a concrete...
Problem 1 Reinforced Concrete T-Flanged Sections (50 pts.) You are required to analyze and design the propped cantilever t-section from HM 4 but for shear only. Draw shear V and moment M diagrams for uniformly distributed load throughout the 30ft span and equally concentrated loads at 10ft and 30ft. Recall that the connection at the left joint N1 is fixed. The connection at 20ft N3 is a roller. The right end node N2 is a free end. Usea concrete compressive...
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....
PROBLEM Authorities of the Atherton Tablelands in North Queensland proposes a glass covered 3m long walkway scenic lookout to cater for tourists. The glass panels are to be attached to an aluminium frame attached to a reinforced concrete beam. You are required to design the reinforced concrete beam Gla Safety post up Thick glas SIDE VIEW FRONT VIEW Figure 1. Schematic View of the Walkway Structure To hold the aluminium frame/glass panels and to allow the tourists to walk in...
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
solve this structural design question using australian
standards
(a) The diagram shown below (Figure 3) represents a statically determinate beam ABCDE carrying a 1 kN point load which moves along the length of the beam. The support at A is fixed, B is an internal hinge and D is a roller support. Develop the following influence lines for this beam showing the values at all points A, B, C, D and E. All dimensions are in mm. Influence line for...
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