The bending moment for filler joists at the middle of an intermediate span, is

Related Questions

• The ratio of the span L of the filler joists to the depth d from the underside of the joist to the top of the structural concrete, should not exceed
• The ratio of the span L of the filler joists to the depth d from the underside of the joist to the top of the structural concrete, should not exceed
• Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• If M is the moment due to a couple in a bearing plate whose width is b and allowable bending stress is P, the thickness (t) of the bending plate of the column splice, is
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• For the steel member exposed to weather and accessible for repainting, the thickness of steel should not be less than (accepting the webs of Indian Standard rolled steel joists and channels).
• The spans are considered approximately equal if the longest span does not exceed the shortest span by more than
• Spans of continuous fillers are considered approximately equal if the longest span does not exceed the shortest span by more than
• The spans are considered approximately equal if the longest span does not exceed the shortest span by more than