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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.
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Flaky and elongation index
Derive the relation among void ratio (e), specific gravity of particles (G) and moisture content at full saturation (w). A certain sample of saturated soil in a container weighs
http://www.expertsmind.com/questions/tributary-lateral-load-30133097.aspx
roof take off sheet
Question What is the sucker deck principle for changeable depth bridge decks ? Answer For a variable depth bridge deck, depth of continuous multi-span bridge deck is greater tha
.the assumptions in theory of riveted joints
briefly explain about c tokens ?
A box caisson, 10 m high, is 18 m × 9 m at the base. The weight of the caisson is 9 MN and its centre of gravity is 4.2 m above the base. Check whether the Caisson is stable. If
Explain what is Stationing - Transportation 1) Stationing concept is used along horizontal alignments for referencing purpose 2) 1 station = 100 feet 3) How do you repres
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