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A circular footing is resting on a stiff saturated clay with qu = 250 kN/m2. The depth of foundation is 2 m. Verify the diameter of the footing if the column load is 600 kN.
Suppose a factor of safety as 2.5. The bulk unit weight of soil is 20 kN/m3.
this is our final year project .please help me to guide about it
what will be the w/c ration and cement/fly ash ration for the particular mix design
if we take brass & steel and on applying temperature the brass contracts the steel expands how it is possible
A 2 m wide strip footing is to be constructed in a sandy stratum of 2 m thick. The depth of the footing is 1 m below ground surface. The sand layer is underlain by lm thick cla
IS CODES FOR BUILDING DESIGN The codes which help engineers to design buildings are following: 1. IS 456-2000. For the design of plain and reinforced concrete it is code
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how to calculate carbon intensity?
State the Problem and phases of site investigation The site investigation is to be performed to obtain the solution for the following problems: i) Foundation problems ii
SHEAR STRESS DISTRIBUTION INTO CIRCULAR SECTION DERIVATION
how to make plain scale
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