find A ↓ 70 m ↓ 6 all beam. four Also B I ↓ ↓ ↓ + 100m reachion for 353.38 KN / m som D above find SFD & BMD. given continuous

Q: A + 2.5 + 4 + 3m 3- Calculate 500kN H 4 + 4m D=25mm ku 66 D=35mm D=45mm Z=20x10 AVA-? M

A: E = 2 × 105 N/mm2 L1 = 2.5m = 2500mm L2 = 4m = 4000mm L3 = 3m = 3000mm Determine the vertical…

Q: Figure 2.5.3 - Qu Inside perimeter Outside perimeter Centreline

A:

Q: Find the centroid, ^y, and moment of inertia Ixx of the following sections.

A: The moment of inertia about X-Xaxis can be found using parallel axis theorem, IXX=IGG+A×h2IGG=MOI…

Q: 1" 5" 2" 1-Determine the location of the centroid (x,y) of the centroid. 2- Determine the Ix0 and…

A:

Q: Kindly explain the process.

A:

Q: Identify and circle others Simply Supported Beam and continous Beam at structural drawing

A: To Identify Simply Supported Beam and continuous Beam at structural drawing, other than that which…

Q: What is Dutch (Deft) cone is consists of?

A: The cone penetration test (CPT) is a technique used to measure the geophysical characteristics of…

Q: 14000 mm 3000 mm 8000 mm 3000 mrm 12000 mm ww 0009

A: Given:- The radius of the semicircle = 3000 mm The thickness of the wall = 500 mm  To determine:- a)…

Q: 0 89' - Multiply 53/4" X 132'-7" 2'-9" X 59' 1" - 3 81'-8 1/4' "1 X 35' - 1/2" 95'-5" x 93'-5"

A: 4. 95′−5′′×93′−5′'95′−5′′Convert 5 inches to feet: 5÷12=512=0.4167So, 95+0.4167=95.4167…

Q: V5-4. For the 50-foot grid shown in Fig. 5-12, redraw, and sketch all one-foot contour lines. the…

A: Calculations of the distances of the points from the lower levels

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.