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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.
meaning of scale factor
How to identify bitumen & tar just looking at those two binders.
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Critical Path - Activity on Node The project precedence table shown below provides the relationships and durations of all activities. Based on end-of-day calculations for start
1. Determine a network diagram method that uses only finish-to-start relationships and may use dummy activities to define logical relationships. 2. Precedence diagr
Chemical Classification On the basis of their chemical composition engineers prefer to classify rocks as: 1. Silicious rocks 2. Argillaceous rocks 3. Calcare
Q. Illustrate Shaft grouting for friction barrettes? For the construction of friction barrettes, some grout pipes are designed at periphery of the barrettes. Within a short dur
differentiate between moment & couple
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