Question

Investigate the adequacy of the beam shown if it has a simple span of 6 m. It carries a live load of 8 KN/m, fc = 20 Mpa, fs

0 0
Add a comment Improve this question Transcribed image text
Request Professional Answer

Request Answer!

We need at least 10 more requests to produce the answer.

0 / 10 have requested this problem solution

The more requests, the faster the answer.

Request! (Login Required)


All students who have requested the answer will be notified once they are available.
Know the answer?
Add Answer to:
Investigate the adequacy of the beam shown if it has a simple span of 6 m....
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Similar Homework Help Questions
  • 4. Investigate the adequacy of the beam reinforced for tension and compression as shown. The total...

    4. Investigate the adequacy of the beam reinforced for tension and compression as shown. The total load is 20 KN/m including its own weight, fc' = 20.7 Mpa, fs = 138 Mpa, and n = 10. 1 65 mm 60 KN 3 - 32 mm Ø w = 20 KN/m 370 mm 500 mm A B С 3- 32 mm Ø 4 m 3 m 3 m 2 m 65 mm 300 mm

  • Compute the safe uniform load that the channel section shown could carry. Neglect the weight of...

    Compute the safe uniform load that the channel section shown could carry. Neglect the weight of the beam. The beam has a simple span of 6 m. The two top bars are 16 mm Ø, the four bottom bars are 20 mm, fc = 8MPa, fs = 124 MPa, and n = 10. 450 mm 60 mm 300 mm 50 mm 60 mm 100 mm 250 mm 100 mm

  • 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...

  • A simple beam with span length L = 2m is subjected to a uniform load intensity...

    A simple beam with span length L = 2m is subjected to a uniform load intensity of q = 60 kN/m. The beam has a rectangular cross section with width b = 50 mm and height h = 150 m Determine the normal stress at point C (Mpa) with c = 500 mm and d = 25 mm.

  • 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...

  • A simply supported wood beam AB with span length L = 6 m

    A simply supported wood beam AB with span length L = 6 m carries a trapezoidal distributed load of intensity q = 4 kN/m at the left end and q/2 at the right end. Calculate the maximum bending stress Omax due to the load if the beam has a rectangular cross section with width b = 150 mm and height h = 250 mm. 

  • 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...

  • Dimensions for beam section (mm) ( B1= 20 ,B2= 40, D=50 ,T1=4 ,T2=6 ) Beam span...

    Dimensions for beam section (mm) ( B1= 20 ,B2= 40, D=50 ,T1=4 ,T2=6 ) Beam span L (m) =4 Uniform Load w (kN/ m) =8 i have anly 20 min Q1 The cross-section of a cantilever beam is given in the figure. Determine the maximum value of transverse shear stress if the beam carries a uniform load of w kN/m on the entire span L. T2 T1 B2 (All dimensions in mm)

  • The beam shown in Figure 1 has a clear span length of L = 7.6 m...

    The beam shown in Figure 1 has a clear span length of L = 7.6 m and x : 1.5 m. The beam cross section is shown in Figure 2 and supports the following loads: WL = 30 kN/m. Wb = 50 kN/m, Q.-50 kN, QD = 80 kN, and supports its own weight. Assume f,'-25 MPa,.-420 MPa, b-350 mm. d-702 mm, h 750 mm, colinn width-450 1. Calculate the beam own weight 2. Calculate the ultimate loads applied on...

  • 1. A rectangular beam with b 16 in., d-17 in., and h 20 in. has a clear span of 24 ft. as shown b...

    1. A rectangular beam with b 16 in., d-17 in., and h 20 in. has a clear span of 24 ft. as shown below. The beam has 1 ft. of bearing at each end, so for analysis purposes it is treated as a 25 ft. simple span (to center of bearing at each end). The beam supports an unfactored concentrated live load of P-65 kips. The beam is reinforced with 6-#10 longitudinal bars and #4 stirrups. Material strengths are fc-4,000,...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT