maximum service Liveload in KN that the column

Q: Find the force of the rods AB, AC, BC and BD. 20 N 30 N В 4m D 4m 4m 4m 4m A 4m 4m E Vindows U انتقل…

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Q: HW Determine the resultant force at pins A, B, and C on the three-member framc. 800 N 200 N/ m 2m…

A: As per guidelines we are supposed to answer only first question so please repost rest questions…

Q: 150kv Shinge R=4m A रजेट Compuk the value af P such that zero, then the moment at A 's draw N-F.D,…

A: Force equilibrium in Horizontal and vertical direction Fx=0HA-P=0  ⇒  HA=P…

Q: + kNm hinge 2 EN/m 24 N 5 m

A: Calculate support reaction Hinge at c  Determinate beam

Q: Analyze using flexibility Method 2K/H 2 кун нигде 12 A pom To Dsi O = 1 ** B FI=Constant

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Q: -30 ft- ft OE 60 k 40 k - 30 k -30 ft- OF 20 ft impi snossib

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Q: cal 114 kN/m UT IM اما 14KN/m 1 u² ul

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Q: What is the horizontal support reaction RAx at support A for the ?frame shown below 35 kN/m B 15 m A…

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Q: What is the fixed end moment FEMas for the beam with a settlement of 25 mm at support C? 20 kN/m 60…

A: Figure is as shown

Q: What is the horizental support reaction RAX at support A for the ?frame shown below 35 KN/m 15 m A…

A: Since A is a pin joint, so it has both horizontal and vertical support reaction. But C is a roller…

Q: Use 3ME Method 2 14KN/ 25 Im 2M 714 kN/m Im

A: Given data:- Below diagram is given

Q: 15ft 12.5 ft 400 lb ВС 30ft 2 ВЕ AE 3 Ax=50 lb Ay=354.4545 lb B.

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Q: Moment diagrams are where external concentrated applied. O unaffected O maximum O continuous O O…

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Q: P4-1. In cach case, determine the momeht of the fotoe about point O. P4-2 mom

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Q: PLATE # 3 CALCULATE O. AND Yo Of THE BEAM LOADED AS SHOWN USIN G CONJU GATE BEAM METHOD 5KNlm 20KN…

A: To determine: Deflection and Slope at point C

Q: A) Determine the sag yB of B. B) Determine the sag yD of D.

A: Given : Determine : Sag Yb of B ? Sag Yd of D ?

Q: PROB: COMPUTE THE FORCE IN EACH MEMBER OF THE TRUSS Stown In TISE FIGURE USING MOJ. 8kN 24m с 2.4…

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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.