H.WODraw the shear Stress distribution diagram for the I-section beam with unequal flanges shown in figure? 250mm Somm Ans/ Tm= 7.36 AMB %3D loow 100W Somm- 250mm 立 2m 2m 2m Somm 150 mm

Q: Find the maximum value of (p) that can be applied to the beam shown. (WD.. is included the…

A: Solution; Given that; b=300 mm h=600 mm No. of bars =5 Size of bars=16 mm fc'=30 MPafy=400 MPaWDL=2…

Q: We know that P=Q=480 N, calculate (a) the distance a for which the absolute value of the bending…

A: P= 480 N Q = 480 N

Q: For the given W8x35 I-Beam and the loading condition shown in the image, determine the maximum shear…

A: Solution: Find the support reactions: Taking moment about A: ΣMA=0RD×12=2×6×3+6×14RD=10 kips Taking…

Q: A portal frame PQRİS subjected to uniformly varying load of maximum intensity 20 kN on an attached…

A: Given arrangement,

Q: 4 - A rectangular block is loaded with a 180 kN axial force and a moment M, as shown in the figure.…

A: Given data: Cross section of column, 100 mm×60 mm Axial load, P=180 kN Maximum allowable tensile…

Q: 1 - For the stress components acting on the material element shown below, calculate the principal…

A:

Q: Homework 6 H.W//7.1- For the element shown find 1) Principle stresses and their direction 2) Shear…

A:

Q: Deflection  Given: the beam cross-section shown have the following cross-sectional properties  f'c…

A:

Q: 40KN The beam, having the cross-section «I», is 60kNm subjected to a loading as shown in the figure.…

A: Any Beam or structure under the application of loading shows the bending deformations due to that…

Q: Q10 A cast-iron beam 10 m long and supported as shown in Fig. carries a uniformly distributed load…

A: Given :Length =10m                                                             Allowable stress in…

Q: Per missible As in section to ensure tensile Compute the design strength of beam shown if fy = 420…

A: To find : design strength

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.