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In addition to its own weight, the beam in Figure is to carry a uniformly distributed live load of 12 kN/m. Figure 1 also shows the cross-sectional details of the beam.
Design and detail the reinforcement for the section just left of the support at B. Take the characteristic strength of concrete fc′ = 32 MPa and the cover to the centre of the extreme layer of bars as 50 mm. Use only N28 bars noting that reinforcing bars may be spread over the width of the flange.
What''re the procedures of contouring by graphical interpolation
Ground settlement occurs when pipe-jacking machine enters mixed ground with soils and boulders? The rate of cutting through soils is faster than cutting through boulders for pi
Sketches for English bond, Stretcher bond, Header bond, Flemish bond in first & second layer plan, elevation and 3 dimensional view of brick bond.
Q. Effect of Footing Size on Stress Zone? The modulus of elasticity of the soil may be determined by plotting stress-strain diagram based on triaxial test or plate load test.
Storm water flows at a depth of 4 ft in the natural channel as shown in the figure. The channel has a slope of 0.0l ft/ft and n = 0.025. 1. Determine the flow area:
free body diagram of a walk bridge
Project specifications require a relative compaction of 95% (modified Proctor). Construction of a highway embankment requires 10,000-yd 3 of fill. The borrow soil has an in-situ
What is the meaning of compressive stresses These intentionally induced stresses are compressive in nature and these compressive stresses reduce or completely remove the undesi
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
composition of cement in cover bag should be written or not/ If written which country uses ?please specify the name ?
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