π’πˆπŒππ‹π„ 𝐒𝐓𝐑𝐄𝐒𝐒 (π— π—˜π—–π—›π—”π—‘π—œπ—–π—¦ 𝗒𝗙 π— π—”π—§π—˜π—₯π—œπ—”π—Ÿπ—¦) 2/5

The steel tie bar shown is to be designed to carry a tension force of magnitude 𝑃 =120 π‘˜π‘ when bolted between double brackets at A and B. The bar will be fabricated from 20-mm-thick plate stock. For the grade of steel to be used, the maximum allowable stresses are 𝜎 = 175 π‘€π‘ƒπ‘Ž, 𝜏 = 100 π‘€π‘ƒπ‘Ž, and 𝜎_𝑏 = 350 π‘€π‘ƒπ‘Ž. Design the tie bar by determining the required values of the diameter d of the bolt, the dimension b at each end of the bar, and the dimension h of the bar.

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π’πˆπŒππ‹π„ 𝐒𝐓𝐑𝐄𝐒𝐒 ππ€π’πˆπ‚ π‚πŽππ‚π„ππ“
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