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A continuous footing of width 2.5 m rests 1.5 m below the ground surface in clay. The unconfined compressive strength of the clay is 150 kN/m2.
Measure the ultimate bearing capacity of the footing. Suppose unit weight of soil is 16 kN/m3.
SIMPLE STRESSES AND STRAINS: The concepts of strain, stress, elastic modulus & the basic concepts in application to analysis of deformation and stresses in simple solids. Any
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Importance of poles in critical load combinations The poles are generally designed for the following critical load combinations : (a) Bending due to wind load on the cable
how can i design reinforcement for a two way slab
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The trigonometric levelling from the surveyor's notes is shown below. The ground elevation of T (ft) is most nearly: Solution: The elevation of point P can be found from: E
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Distortion energy theory: Let us now consider the solid shown in Figure. (a) By inspection we may see that the solid is safe according to principal stress theor
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