Question

A Reinforced beam of size 350 * 630 mm, with effective depth of 560 mm, having...

A Reinforced beam of size 350 * 630 mm, with effective depth of 560 mm, having concrete of Grade C-22 and steel of Grade 420 is to be used. Factored shear force at a distance of 1.0 m from the face of support is 400 KN. Concrete strength in shear is assumed as 150 KN. Find the maximum spacing of the stirrups if two legged stirrup of #13 is used.

Engineering   Civil-Engineering   
0 0
Add a commentTranscribed image text
Next >

Homework Answers

Answer #1

0 0
Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Design shear reinforcement for a singly reinforced beam of 250 mm wide and 450 mm effective...
Design shear reinforcement for a singly reinforced beam of 250 mm wide and 450 mm effective depth. The beam is reinforced with 4 no., 20 mm dia. bars on tension side. The factored shear force at critical section is 50 kN. Assume 8 mm diameter 2 legged vertical stirrups. Use M30 concrete and Fe415 steel
A rectangular beam of size 250 * 650 mm, with effective depth of 570 mm, is...
A rectangular beam of size 250 * 650 mm, with effective depth of 570 mm, is reinforced with 6- #19 steel bars in two rows. Stirrups of dia. 10 mm are used as shear reinforcement with concrete of Grade C-25 and steel of Grade 420 is to be used. Find the nominal moment capacity of the section.
. A rectangular beam of size 300 * 600 mm is reinforced with steel bars of...
. A rectangular beam of size 300 * 600 mm is reinforced with steel bars of area 1530 mm^2. Concrete of Grade C-25 and steel of Grade 420 is to be used. Depth of neutral axis (y-dash) is found to be 312 mm. Find the stress at the bottom of the section, if applied bending moment is 45 KN-m.
A rectangular beam having b=300 mm and d=575 mm, spans 5.5 m face to face of...
A rectangular beam having b=300 mm and d=575 mm, spans 5.5 m face to face of simple supports. It is reinforced for flexure with 4φ32 bars that continue uninterrupted to the ends of the span. It is to carry a service dead load wD=30 kN/m (including self-weight) and a service live load =45 kN/m both uniformly distributed along the span. Design the shear reinforcement using φ10 vertical U stirrups. Use the equation (a) for Vc. Material strengths are fc’=22 and...
Knowing that the reinforced concrete beam cross section effective depth is d = 310 mm and...
Knowing that the reinforced concrete beam cross section effective depth is d = 310 mm and the properties of materials used are f'c = 28 MPa and fy = 420MPa and the external ultimate bending moment Mu = 254 KN.m with strain in tension steel reinforcement equal to 0.005 . The width of the beam is Select one : a . 511 b . 385 c . 460 mm d . 640
a rectangular beam having dimensions: b=300mm and d=550mm, spans 6m face to face of simple supports....
a rectangular beam having dimensions: b=300mm and d=550mm, spans 6m face to face of simple supports. it is reinforced for flexure with 3D36mm bars that continue uninterrupted to the ends of the soan. it is to carry a service dead load of 23.8 KN/m (including self-weight) and a service lice load equal to 47.6 KN/m, both uniformly distributed along the span. use fc’=27.6 Mpa and fy=414.7 Mpa. Normal weight concrete will be used and diameter of stirrup are 10mm. 1.using...
Calculate the total area of steel required in tension zone for a simply supported beam of...
Calculate the total area of steel required in tension zone for a simply supported beam of 230 mm wide, 406 mm effective depth. The total ultimate factored moment on the beam is 146.76 kN.m. Assume an effective cover for the compression reinforcement as 20 mm. Mu,lim of the section is 130.76 kN.m. Use M25 grade concrete and Fe415 steel. Check for spacing, shear and deflection is not required.
A simply supported reinforced-concrete beam has to resist a maximum factored moment of M* = 210...
A simply supported reinforced-concrete beam has to resist a maximum factored moment of M* = 210 KN-m. Given that f’c = 32 MPa, fy = 500 MPa and that the maximum possible width for the beam is 240 mm: a. Establish an appropriate structural depth ‘d’ for the beam b. Determine the total depth ‘D’ of the beam for a FRL of 90 minutes c. Find the area of steel Ast required to resist the moment and select the rebars....
A reinforced concrete beam is constructed with Grade 30 concrete which has a cross section of...
A reinforced concrete beam is constructed with Grade 30 concrete which has a cross section of 450 mm x 660 mm (b = 450 mm and D = 660 mm). The length of the beam is 5 m. The elastic modulus of the concrete is 32.8 GPa. A uniformly distributed live load of 23 kN/m is acting on the beam. Determine (a) the design bending moment on this beam for strength limit state, (b) modular ratio assuming Es = 200...
Determine the largest allowable bending moment for a rectangular reinforced concrete beam having the width b...
Determine the largest allowable bending moment for a rectangular reinforced concrete beam having the width b = 200 mm, total height h = 375 mm and the distance from the bottom surface of the beam to the centre line of steel bars = 75 mm. Use the total area of steel As = 1360 mm2, modulus of elasticity of concrete = 30 GPa, modulus of elasticity of steel = 210 GPa, allowable compressive stress for concrete = 15 MPa and...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT