Shown in figure 04 below is the front elevation of a stable stone arch. The stone blocks are shaped to suit for the arch shape even without cement or any adhesive between them for binding. Stone is preferred because of its property as * Strong under shear stress. Strong under tensile stress. Strong under compressive stress. Ductile under compressive stress. Figure 04

Shown in figure 04 below is the front elevation of a stable stone arch. The stone blocks are shaped to suit for the arch shape even without cement or any adhesive between them for binding. Stone is preferred because of its property as * Strong under shear stress. Strong under tensile stress. Strong under compressive stress. Ductile under compressive stress. Figure 04

Materials Science And Engineering Properties

1st Edition

ISBN:9781111988609

Author:Charles Gilmore

Publisher:Charles Gilmore

Chapter12: Composite Materials

Section: Chapter Questions

Problem 12.7P: Estimate the transverse tensile strength of the concrete in Problem 12.6.

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A rectangular steel block is 75 mm in the x-direction, 50 mm in the y-direction and 100 mm in the z direction. The block is subjected to triaxial loading consisting of three uniformly forces as follows: 24 KN tension in the x-direction, 250 KN compression in the y-direction, and 240 KN tension in the z-direction. If u = 0.3 and E = 200 GPa, Determine the total resulting strain in the z- direction. Note: CN is the last 2 non zero digits of your cellphone number