Computer · Design of Steel Structures
प्रत्येक 10 मिमी मोटी दो प्लेटों को जोड़ने के लिए उपयोग किए जाने वाले 20 मिमी व्यास वाले एक साधारण टर्न्ड बोल्ट की कतरनी (shear) में सामर्थ्य (kN इकाइयों में) निर्धारित करें। बोल्ट में अनुमेय कतरनी प्रतिबल (permissible shear stress) 100 N/mm2 और अनुमेय बेयरिंग प्रतिबल 300 N/mm2 लें।
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