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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 clay stratum. The clay overlies a bed of dense sand. The water table is upto the top of clay stratum. The submerged unit weight of clay is 8 kN/m3 and bulk unit weight of clay is 20 kWm3. The footing is expected to carry a load intensity of 230 kN/m2. Compute the ultimate settlement. Assume void ratio at 44 kN/m2 = 1.96 and at 195 kNlm2 as 1.01.
Q. Corrosion protection of lifting anchors in precast concrete? Corrosion of lifting anchors in precast concrete units has to be prevented since the corroded lifting units caus
Design the 2-span continuous center T-beam, B2, for the floor syetem shown below. The girders that the beam frames into are all 24" wide. Using fc'= 5 ksi, and fy = 60 ksi. The ser
Define Equipments and tools required for under water Inspection of Bridge? Since the underwater inspection of stone masonry substructures involve only a cursory inspection of t
Determine the Strain Compatibility method For estimating the ultimate strength of prestressed concrete members in flexure, 'Strain Compatibility method' may be used. For calcul
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sir i want to know that which pages of IS800:2007 is used for steel design of tension member, compression member, collumn, beam, connections, trusses etc.. please give me the topic
how to fill traverse computation sheet of opened traversig ..
i have to Design a gravity-flow sanitary sewer to serve and i need it to be done asap
Q. Show the Excessive movement joints in bridges? Movement joints are generally added to bridge structures to accommodate movements because of dimensional changes arising from
Takeoff the 3 elements for the following bridge pier components: 1. Pier Footing, 2. Pier Column, 3. Pier Cap (Top). • Misc Items to include Shear Key. • Misc Items to exclude Reba
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