Questions

Filter:AllOpenResolvedClosedUnanswered
Beams of uniform strength are better as compared to beams of uniform cross-section as they are economical
OpenVideRime asked 6 years ago • 
567 views0 answers0 votes
Slope and deflection at a point in a loaded cantilever beam carrying several loads can be found out by the
OpenVideRime asked 6 years ago • 
658 views0 answers-1 votes
A steel beam of length 30 m is fixed between two supports at 8°C with no stress. Find the expansion allowances given if the stress in the bar is to be zero when temperature is raised to 50°C ( α= 12 ×10^-6 per °C, E = 2× 10^5 N/mm^2)
OpenVideRime asked 6 years ago • 
356 views0 answers0 votes
In a rectangular beam, when width, depth and length are doubled, the bending stress
OpenVideRime asked 6 years ago • 
1177 views0 answers0 votes
In a uniform beam supported at one end in position, the maximum stress under self weight of bar shall occur at the
OpenVideRime asked 6 years ago • 
1103 views0 answers0 votes
A beam when subjected to an axial pull P
OpenVideRime asked 6 years ago • 
315 views0 answers0 votes
A beam of 6 m long, simply supported at its end is carrying a point load W at its mid span. If slope at the end is not to exceed 2°, then deflection at mid span will be
OpenVideRime asked 6 years ago • 
350 views0 answers0 votes
A cantilever of length L carries a concentrated load w at the mid span. If the free end is supported on a rigid prop the reaction of the prop will be
OpenVideRime asked 6 years ago • 
2043 views0 answers0 votes
A simply supported beam AB of span L carries two concentrated load W each at points L/3 from A and B. What is the shear force in the middle one third portion of beam.
OpenVideRime asked 6 years ago • 
3798 views0 answers-10 votes
The bending moment for a certain portion of the beam is constant. For that section, shear force would be
OpenVideRime asked 6 years ago • 
877 views0 answers-1 votes
1…427428429430431…469
Login Now
*
*
Forgot Password
 
VideRime Registration Form
*
*
*
*
*
*
    Strength: Very Weak