14 in. 20 in. 6 of #8 24 in. 0 00 00 L D, D₂ = L D self-weight -30 ft·

Calculate Deflection Angles

Locate the neutral axis and calculate the moment of inertia for the cracked transformed cross sections shown. Use f'c = 4000 psi and fy = 60,000 psi. As = 10.2 in² #3 stirrup 11½" clear (typ.) 8- #10 1" clear 15" 24"

Draw SFD and BMD asap , pls

Calculate the stress in each segment

i need clear ans and solve very very fast in 20 min and thank you | ᴅʏʙᴀʟᴀ ?✨؛

Discuss about The unconfined compression

dh + 2h = 0 dr

Given a 300mm by 500mm concrete beam loaded(factored) as shown, reinforced with 4-25mm deformed bars, it is required to a) Determine the ultimate capacity of the beam b) Check the adequacy of the beam. 15KN 10KN 10KN Use fc'=35MPa 10KN/m Use fy =415MPA Effective cover = 75mm 1.5m 3m 3m 1.5m

H.W.2: A hollow steel [E = diameter of 2.75 in. and a wall thickness of 0.25 in. is fastened to a solid aluminum [E = 10,000 ksi] rod (2) that has a 2-in.-diameter and a solid 1.375-in.-diameter aluminum rod (3). The bar is loaded as shown in Figure 30,000ksi] tube (1) with an outside %3D Determine (a) the change in length of steel tube (1). (b) the deflection of joint D with respect to the fixed support at A. (c) the maximum normal stress in the entire axial assembly. 34 kips 18 kips 25 kips (2) (3) (1) Sho B. 18 kips 34 kips 40 in. 30 in. 60 in. FIGURE