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Details of a simply-supported beam are given in Figures (a) and (b). Note that the dead load, g includes the self weight.
Design the transverse shear reinforcement in terms of N12 ties @ s, the required spacing at the critical section which in this case may be taken at the appropriate support (not do from it). Use the same spacing throughout. Take fc′ = 32 MPa.
Question What is key distinction in arranging pumps in series and in parallel? Answer For same pumps with similar functions, if pumps arranged in series, total head
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Q. Energy absorbed in heeling during vessel berthing? When a vessel berths on a fender system at a pier, point of contact of berthing ship can be below or above the centre of
Advantages of unbonded post-tensioning systems Similarly, some advantages of unbonded post-tensioning systems over bonded post-tensioning ones may be written as under : (a)
How to do deflection calculations Basic values of span to effective depth ratios for spans upto 10m may be taken as 7, 20 and 26 for cantilever, simply supported and continuous
Addition of water to bored piles In water bearing ground, some water head (about 1 m) above the existing ground water table is sustained to stabilize the bore at the time of e
How do you treat High Sulfate soils, Gypsum? Is it good practice to build on it?
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A flow rate of 200 gpm of oil with u=1.5 x 10-3 lb-sec/ft2 and p=1.7 slug/ft3 occurs in a 4-in pipe. Determine the Reynolds number. Classify the flow as laminar or turbulent. What
Cost-Volume-Profit and Break Even Analysis: Cost-volume-profit analysis helps us to learn the behaviour of cost and profit in response to varying level of business activity. I
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