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Reason of loading on alternative spans to obtain maximum positive moment in a span of a continuous beam
To attain a maximum sagging moment in a span of a continuous beam, general rule is to load the span under consideration and alternative spans on every side of the span. To account for this rule, let us consider the subsequent example. For illustration loads are applied to the mid-span of a multiple-span continuous beam. It is noticed that this loads induce positive moments near mid-span in all even spans. Thus if all even spans are loaded concurrently this will result in the increase of positive moments in all other loaded spans.
In the same way to obtain maximum negative moment at a support, load adjacent spans of support and then alternative spans on every side.
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A storm occurs with rain of varying intensity falling over a commercial area. The area has a combined sewer system. Two interceptor sewers direct flow to the wastewater treatment p
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A section view of a proposed roadway is shown in Figure 1 with an existing grade point elevation of 100-ft. The proposed roadbed finish grade elevation at station 50+00 is 95.00-ft
Q. What do you understand by Percolation of water? Percolation of water into the ground or embankment takes place, causing rise in water table and / or saturation of the body.
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Actually, drying is not directly linked to hardness in concrete. After concrete is poured, putting it in a wet environment by spraying it constantly with water will hasten its hard
We need eng. calcs for a deck 17''x 10 feet.attach to the guest house. calculations will be for 230 psi snow load . in the city of Mammoth lakes Ca. deck is supported for 3 girder
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