For the reinforced concrete section shown here (with 4 Re bars @20mm dia.) calculate the bending...
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For the reinforced concrete section shown here (with 4 Re bars @20mm dia.) calculate the bending stress at B and C when subjected to a moment of 20 kNm. Use 20 GPa as the elastic modulus of concrete and 200 GPa as the elastic modulus of * .steel K400 mm- B T 570 mm 600mm 20 mm dia. 0 0 0 0 30 mm О 6.2Мра, 24.76Мра 5.2Mра, 50.65Mра 1.2Mpa, 30.85Mpa 4.8Мра, 38.55Mpа For the reinforced concrete section shown here (with 4 Re bars @20mm dia.) calculate the bending stress at B and C when subjected to a moment of 20 kNm. Use 20 GPa as the elastic modulus of concrete and 200 GPa as the elastic modulus of * .steel K400 mm- B T 570 mm 600mm 20 mm dia. 0 0 0 0 30 mm О 6.2Мра, 24.76Мра 5.2Mра, 50.65Mра 1.2Mpa, 30.85Mpa 4.8Мра, 38.55Mpа
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