Design a doubly R/F beam of size 300mmX700mm(overall). The beam is simply supported of span 6m...
Design a doubly R/F beam of size 300mmX700mm(overall). The beam is simply supported of span 6m and subjected to total u.d.l. of 80kN/m on entire span. Take M20 concrete grade and Fe415 steel grade.
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Design a doubly R/F beam of size 300mmX700mm(overall). The beam
is simply supported of span 6m...
1.Design reinforcement for a rectangular R.C. beam 250mm wide simply supported over an effective span of...
1.Design reinforcement for a rectangular R.C. beam 250mm wide simply supported over an effective span of 4m loaded with service load of 50kN/m including self weight. 2.A simply supported rectangular beam 230mmX415mm (eff..) is subjected to a factored shear of 150kN. Find spacing of 8mm dia. 2 legged Fe 415 steel grade stirrups if beam is reinforced with 0.85% steel. Take M20 concrete grade.
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in ...
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given in Figure. Design the beam for shear assuming f-40 MPa, fsy,f 500 MPa 700 kN 1000 100 800 828 8N28 70 300 do Consider unit weight of concrete- 25 kN/m3
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given...
1. A simply supported rectangular concrete beam has a clear span of 6m has a width...
1. A simply supported rectangular concrete beam has a clear span of 6m has a width of 400mm and has an effective depth of 625mm. The beam supports a total factored load of 168kN/m which includes the weight of the beam. Use fc’=28MPa, fy=414MPa. Use normal weight of concrete with 1.0. Determine approximately the total number of stirrups needed for the beam. 2. A rectangular beam reinforced for tension only has b=200mm and d=350mm. The tension steel area provided is...
A simply supported reinforced concrete beam of 8 m span is subjected to uniformly distributed load...
A simply supported reinforced concrete beam of 8 m span is subjected to uniformly distributed load as shown in Figure 3. The following data are given: The ultimate load, wu is 60 kN/m; characteristic strength of concrete, fck is 30 N/mm²; characteristic strength of reinforcement, fyk is 500 N/mm2. The effective depth, d is 650 mm. Take the link diameter, w as 10 mm, main bar diameter, o as 20 mm and concrete cover as 30 mm. Design the shear...
A steel beam is simply supported over a span of 20 feet and carries a total design point load of 6 kips at the center of the span. The moment of inertia (1) for the beam is 245 in4. Neglecting th...
A steel beam is simply supported over a span of 20 feet and carries a total design point load of 6 kips at the center of the span. The moment of inertia (1) for the beam is 245 in4. Neglecting the beam weight, the maximum load deflection of the beam is with a point load in.(Fill in the blank and show calculation below) Show equation(s) used and calculation(s):
A steel beam is simply supported over a span of 20 feet...
5. Determine the mid-span short-term deflection of a simply supported beam with the section shown in...
5. Determine the mid-span short-term deflection of a simply supported beam with the section shown in Figure Q5. Design data: Concrete strength: fcu 30 MPa. Area of tensile steel reinforcement: As 1500 mm Area of compressive steel reinforcement: A,-1500 mm2 Instantaneous static modulus of elasticity of concrete = 25GPa. Span -8.0 m Loading: Dead load 5.0 kN/m (uniformly distributed load); Live load 5.0 kN/m (uniformly distributed load) (Hint: the height of neutral axis of the mid-span section under the service...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper flange is subject to a concentrated design load at the mid-span (F-150KN), it is the static load. The steel is Q345 steel, f=310N/mm². [=345N/mm2. The selected section and size are shown in the following figure. Check the bending strength, local bearing strength and global stability of the beam. (Full score is 20) y-390x16 GO х -1000X8 31221 Unit: mm -200 X 12 7000 ve...
all parts A simply supported concrete beam is to be designed to span 8m. The beam...
all parts
A simply supported concrete beam is to be designed to span 8m. The beam is required to resist a dead load of 40 kN/m (which includes an allowance for self-weight) and an imposed load of 20 kN/m Calculate the ultimate design load that the beam will be required to resist and hence calculate the ultimate design moment. (10 Marks] b) Choose an appropriate depth and width of the beam. [5 marks] c) Calculate an appropriate amount of reinforcing...
A 26.0 ft. simply supported beam is subjected to factored uniformly distributed load of wa equal ...
A 26.0 ft. simply supported beam is subjected to factored uniformly distributed load of wa equal to 6.0 kips/t. Beam properties are as follows: b-14 in, d-24 in, 4,000 psi (normal-weight concrete) and fy -60,000 psi. Design shear reinforcement for the entire beam (you can use symmetry if applicable). Use two different spacings over the beam length to come up with economical design. Perform all necessary checks and calculations. Draw final design for shear ma reinforcement indicating distribution (i.e, lengths,...
a simply supported beam shown has a span length of 16 ft. the beam is laoded...
a simply supported beam shown has a span length of 16 ft. the
beam is laoded with to concentrated service live loads of 40 kips
and 80 kips as shown. if lateral support is provided only at both
ends, select the lightest w section of A992 steel that can carry
these applied loads. neglect the weight of the beam.
***Need this answered ASAP please***
***Please show ALL steps***
steel design - please show what tables the values come from.
thank...
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given in Figure. Design the beam for shear assuming f-40 MPa, fsy,f 500 MPa 700 kN 1000 100 800 828 8N28 70 300 do Consider unit weight of concrete- 25 kN/m3
A T-beam with a simply supported span of 6m is subjected to a concentrated live load as shown in Figure: the cross-sectional details are given...
A simply supported reinforced concrete beam of 8 m span is subjected to uniformly distributed load as shown in Figure 3. The following data are given: The ultimate load, wu is 60 kN/m; characteristic strength of concrete, fck is 30 N/mm²; characteristic strength of reinforcement, fyk is 500 N/mm2. The effective depth, d is 650 mm. Take the link diameter, w as 10 mm, main bar diameter, o as 20 mm and concrete cover as 30 mm. Design the shear...
A steel beam is simply supported over a span of 20 feet and carries a total design point load of 6 kips at the center of the span. The moment of inertia (1) for the beam is 245 in4. Neglecting the beam weight, the maximum load deflection of the beam is with a point load in.(Fill in the blank and show calculation below) Show equation(s) used and calculation(s):
A steel beam is simply supported over a span of 20 feet...
5. Determine the mid-span short-term deflection of a simply supported beam with the section shown in Figure Q5. Design data: Concrete strength: fcu 30 MPa. Area of tensile steel reinforcement: As 1500 mm Area of compressive steel reinforcement: A,-1500 mm2 Instantaneous static modulus of elasticity of concrete = 25GPa. Span -8.0 m Loading: Dead load 5.0 kN/m (uniformly distributed load); Live load 5.0 kN/m (uniformly distributed load) (Hint: the height of neutral axis of the mid-span section under the service...
(3) A simply supported steel beam, span length 7-7m, span middle without lateral support. The upper flange is subject to a concentrated design load at the mid-span (F-150KN), it is the static load. The steel is Q345 steel, f=310N/mm². [=345N/mm2. The selected section and size are shown in the following figure. Check the bending strength, local bearing strength and global stability of the beam. (Full score is 20) y-390x16 GO х -1000X8 31221 Unit: mm -200 X 12 7000 ve...
all parts
A simply supported concrete beam is to be designed to span 8m. The beam is required to resist a dead load of 40 kN/m (which includes an allowance for self-weight) and an imposed load of 20 kN/m Calculate the ultimate design load that the beam will be required to resist and hence calculate the ultimate design moment. (10 Marks] b) Choose an appropriate depth and width of the beam. [5 marks] c) Calculate an appropriate amount of reinforcing...
A 26.0 ft. simply supported beam is subjected to factored uniformly distributed load of wa equal to 6.0 kips/t. Beam properties are as follows: b-14 in, d-24 in, 4,000 psi (normal-weight concrete) and fy -60,000 psi. Design shear reinforcement for the entire beam (you can use symmetry if applicable). Use two different spacings over the beam length to come up with economical design. Perform all necessary checks and calculations. Draw final design for shear ma reinforcement indicating distribution (i.e, lengths,...
a simply supported beam shown has a span length of 16 ft. the
beam is laoded with to concentrated service live loads of 40 kips
and 80 kips as shown. if lateral support is provided only at both
ends, select the lightest w section of A992 steel that can carry
these applied loads. neglect the weight of the beam.
***Need this answered ASAP please***
***Please show ALL steps***
steel design - please show what tables the values come from.
thank...
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