Question
A steel beam of rectangular cross section is 50mm wide and 80mm high. Please give the answer of these two questions.
ECH0013 Mechanics of Solids & Structures Exercise Sheet 5: PLASTIC COLLAPSE A steel beam of rectangular cross section is 50 m
0 0
Add a comment Improve this question Transcribed image text
Answer #1

b5o mm b 80mm 8endina moment, M13 kN. m 13xio N-mm S o mm) (80mm) 1200 0 0 N-mm Plastic moment, Mp bb2 (210 NJ(So mm) (8o mm)32-95 mmm 32.9 s mnm So, percent °є cross. sectional area oc cupied by the82.315 % C2-5 /a - Percentage o tage cross- secti on al area culpied by the 82. s 0 SiTe of elashic core - e We have e. iVen4 2 (20mm) = ( ) 80 mm 2. 1-2 4- 3 01 89, magnitude the bending moment, M=L5yKN-m

Add a comment
Know the answer?
Add Answer to:
A steel beam of rectangular cross section is 50mm wide and 80mm high. Please give the...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • A rectangular cross section at a location along a beam in bending is

    (a). A rectangular cross section at a location along a beam in bending is acted upon by a bending moment and a shear force. The cross section is \(120 \mathrm{~mm}\) wide, \(300 \mathrm{~mm}\) deep and is orientated such that it is in bending about its major axis of bending. The magnitudes of the bending moment and shear force are \(315 \mathrm{kNm}\) and \(240 \mathrm{kN}\) respectively. Determine the maximum bending and shear stresses on the cross section. Plot the bending and...

  • A beam of rectangular cross section is 125 mm wide and 200 mm deep. If the...

    A beam of rectangular cross section is 125 mm wide and 200 mm deep. If the maximum bending moment is 28.5 kN.m, determine (a) the maximum tensile and compressive bending stress, and (b) the bending stress 25 mm from the top of the section.

  • A beam of rectangular cross section 200 mm deep and 100 mm wide. If the beam...

    A beam of rectangular cross section 200 mm deep and 100 mm wide. If the beam is 3m long, simply supported at either end and carries point loads as shown in FIGURE 2 (on page 4). 2. SAN 1OAN R, FR 100mm FIG.2 (a) Calculate the maximum bending moment (b) Calculate the maximum stress in the beam (c) At the point of maximum stress sketch a graph of the stress distribution through the thickness of the beam, indicating which are...

  • A beam with a solid rectangular cross section (120 mm by 80 mm)

    Asymmetrical Bending (16 points) A beam with a solid rectangular cross section (120 mm by 80 mm) is subjected to a resultant moment magnitude of 2,600 N-m acting at an inclination of 36.13° (CW) relative to the +z axis. 

  • The figure shown below is the cross section of a steel rectangular beam. The beam is subjected to transverse loading ap...

    The figure shown below is the cross section of a steel rectangular beam. The beam is subjected to transverse loading applied in the Y-direction. Mark the location on the cross section that experiences maximum normal stress. FE CIVIL PRACTICE EXAM The figure shown below is the cross section of a steel rectangular beam. The beam is subjected to 64. transverse loading applied in the Y-direction Mark the location on the cross section that experiences maximum normal stress SIDE VIEW CROSS...

  • A beam with a solid rectangular cross section (120 mm by 80 mm) is subjected to

    Asymmetrical Bending (16 points) A beam with a solid rectangular cross section (120 mm by 80 mm) is subjected to a resultant moment magnitude of 2,500 N-m acting at an inclination of -53.13° (CCW) relative to the +z axis. 

  • The beam of building structure (Fig. 3a) is made of mild steel I-section beam with 80mm...

    The beam of building structure (Fig. 3a) is made of mild steel I-section beam with 80mm deep and 60mm wide as shown in Fig. 36. The beam is bolted (simply supported) onto the girder on both side over a span of 1.0 m. The loading from deck is expected to transfer onto the beam as the form of uniform distributed load, w. The material is to be treated as elastic-perfectly plastic, with yield strength of 240 MPa, and elasticity modulus...

  • A beam of the cross section shown is made of a steel that is assumed to...

    A beam of the cross section shown is made of a steel that is assumed to be elastoplastic with E-200GPa and Oy=200MPa For bending about the z axis, determine the bending moment (kN-m)at which yield first occurs Y 30 mm С 30 mm 30 mm 15 mm 15 mm 30 mm

  • The beam of building structure (Fig. 3a) is made of mild steel I-section beam with 80mm...

    The beam of building structure (Fig. 3a) is made of mild steel I-section beam with 80mm deep and 60mm wide as shown in Fig. 36. The beam is bolted (simply supported) onto the girder on both side over a span of 1.0 m. The loading from deck is expected to transfer onto the beam as the form of uniform distributed load, w. The material is to be treated as elastic-perfectly plastic, with yield strength of 240 MPa, and elasticity modulus...

  • A beam of the cross section shown is made of a steel that is assumed to...

    A beam of the cross section shown is made of a steel that is assumed to be elastoplastic with E= 200 GPa. The bending is about the z axis. A couple of moment equal to the full plastic moment Mp is applied and then removed. Using a yield strength of 240 MPa, determine the residual stress at y = 45 mm. 90 mm 60 mm The residual stress is D M Pa.

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