What is your current work status?
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Hi sir, I am a intern student at AFCON. and also doing final year degree from Maharashtra.
Discy Latest Questions
Pinned
How to rectify the old cement pipeline leakage problem?
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control the pipe leackage by using NiTo bond chemical first we need to dry that pipe Chip the pipe surface where leakage problem is there Brush the chipped surface completely and clean with water. And allow to dry Then apply Ninto bond coating on the surface The complete the mason work by fresh conRead more
control the pipe leackage by using NiTo bond chemical
- first we need to dry that pipe
- Chip the pipe surface where leakage problem is there
- Brush the chipped surface completely and clean with water. And allow to dry
- Then apply Ninto bond coating on the surface
- The complete the mason work by fresh concrete… And cure it for 10 to 15 days
Preet Chovatiya
Learner
How many-legged stirrups do I have to provide in Footing if shear stress exceeds 5 kg/cm2?
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2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on a vertical section located from the face of the column, pedestal or wRead more
2 legged vertical stirrups are to be provided when shear stress increases more than 5kg/cm2. The footing undergoes punching shear due to which its stability.One-way shear has to be checked across the full width of the base slab on
a vertical section located from the face of the column, pedestal or wall at a distance equal to
(i) effective depth of the footing slab in case of footing slab on soil.2) half the effective depth of the footing slab if the footing slab is on
Two-way or punching shear (cls.31.6 and 34.2.4)
Two-way or punching shear shall be checked around the column on a
perimeter half the effective depth of the footing slab away from the face of the column or pedestal
The permissible shear stress, when shear reinforcement is not provided, shall not exceed ks c τ , where ks = (0.5 + β c ), but not greater than one, β c being the ratio of short side to long side of the column, and c τ = 0.25(fck) 1/2 in limit state
method of design, as stipulated in. Normally, the thickness of the base slab is governed by shear. Hence, the necessary thickness of the slab has to be provided to avoid shear reinforcement.
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Hi,sir. I am a civil engineering student from Maharashtra . I done many online course from iit through NPTEL . I also done AutoCAD ,staad.pro,blender. I got idea of this website from my IIT lecturer.
Hi,sir.
I am a civil engineering student from Maharashtra . I done many online course from iit through NPTEL .
I also done AutoCAD ,staad.pro,blender.
I got idea of this website from my IIT lecturer.
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