determine the positive and negative moments of the beam shown. Also, determine the design shear forces at a distance 0.53m from support B in the interior span. The dead and live loads are 24.3 kN/m and 11.2 kN/m.

Q: Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of…

A: Solution:Given Data:The concentrated load acting on the beam is P=5kipThe intensity of uniformly…

Q: A simply supported beam with spans of LAB = 9 ft and LBC = 27 ft supports loads of w = 5.5 kips/ft…

A: Find  1. Maximum horizontal shear stress.  2. Maximum bending stress.

Q: A simply supported beam with spans of LAB = 11 ft and LBc = 33 ft supports loads of w = 3.5 kips/ft…

A: Given Data:LAB=11 ftLBC=33ftw=3.5 kips/ftP=27 kipsbf=7.5 intf=0.53 ind=29.3 intw=0.41 in

Q: A simply supported beam with spans of LAB = 11 ft and Lgc = 33 ft supports loads of w = 7.5 kips/ft…

A: Given:- LAB=11 ftLBC=33 ftw=7.5 kips/ftP=33 kipsCross secion propertiesbf=8.0 intf=0.54 ind=27.7…

Q: Prob 3. The beam below has an allowable normal stress of oallow = 24 ksi and an allowable shear…

A:

Q: Determine the value of bending moment in column 1 (in kip-ft, absolute value) if the bay width is 29…

A:

Q: A simply supported beam with spans of LAB = 14 ft and LBC = 42 ft supports loads of w = 6.5 kips/ft…

A: Consider the figure,

Q: A simply supported beam with spans of LAB = 5 ft and Lgc = 15 ft supports loads of w = 6.0 kips/ft…

A:

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.