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

Ex A bar ansi A13 X= 2-2 M Rest planes Find the distance X, as 0 2 kw 1 kW X on Smooth horizontal position shown Tha 8M B

Calculate the stress in each segment

Discuss about The unconfined compression

Draw sfd and bmd

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

The rigid plate ABC shown in figure 2, was positioned on top of two identical steel posts, and the aluminum post was 0.1mm shorter than the steel posts at temperature of 50°C, if the allowable compressive stress in steel is limited to 120 MPa and in aluminum to 150 MPa, what is the maximum possible load P that can be supported on the rigid plate at temperature of 10°C ?

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

REINFORCED CONCRETE SUBJECT