Consider the beam and loading shown. Use P=7 kN and E= 200 GPa. (For S130 x 15, /=5.12 x 10-6 m) SE0 X 15 Determine the deflection at the midpoint C. (Round the final answer to two decimal places.) The deflection at the midpoint Cis mm 1.

Q: 1. Determine the maximum combined loads using the recommended ASCE 7 expressions for LRFD. D=15,000…

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Q: From a 12.00 meter bridge span, a truck and trailer combination crosses with an axle loads of 10,…

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Q: Situation 2: Shown below is a floor plan of the library, office and balcony at the second floor…

A: Load transfer from slab to beam is one of the fundamental for the design of any girder and slab,…

Q: "A simply supported unreinforced concrete test beam spanning 1.8 m shown in the Figure below. The…

A: Given data in question  Load 4 kN Span 1.8 m Cross section100×150 mm To find out  Maximum bending…

Q: 1. What is the difference between pre-tensioning and posst-tensioning in terms of prestress…

A: As per guidelines we need to answer only 1st question so please repost rest questions separately

Q: Example The compressive gravity axial load for a building column are: L = 300 k, D = 150 k and L₁ =…

A: Given: DL= 150 k LL = 300 k Lr = 60 k Wc = 70 k Ec = 50 k Wt = -60 k Et = -40 k

Q: Determine the maximum combined loads using the recommendedAISC expressions for LRFD. D = 100 psf, L…

A: Given:- D = 100 psf, L = 70 psf, R = 12 psf, Lr = 20 psf S = 30 psf To find:- maximum combined loads…

Braced cuts

The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.