Compute the allowable resisting moment used the transformed Area method. are fc=1800 fs= f's = 24000 and n=8 350 mm 100 mm 3 # 32 70 70 - mm- 200mm FIGURE 5.19 Example 150 400

A 19-mm-diameter steel [E = 202 GPa: 0 = 11.1x10-6/°C] bolt is used to connect two rigid parts of an assembly. The bolt length is a = 175 mm. Determine the minimum clamping force that must be provided by the bolt when T1 = 21°C so that the clamping force it exerts when T2 = 58°C is at least 2.1 kN.

Obtain an expression for the deflection curve of the simply supported beam of Fig. 8-7 subject to the uniformly distributed load w. W mmmmm Fig. 8-7 Determine the maximum deflection of above beam if E=100GPa ● W=200N/m L=4m Rectangular beam section 2cmx8cm (W x D) In addition, you are asked to, W ● Evaluate the types of connection that will be needed to provide the simply supported design ● Discuss the relationship between bending shear, and deflection. • Evaluate steel and reinforced concrete and their structural efficiency in managing bending shear, and deflection. Answer All Questions.

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