question 4 X C Get Homework Help With Cheq x nssce.etlab.in/uploads/seriesexam/questions/125_239_144_16018741510.CE%20303%20QP%20-%20ETLAB.pdf Meet-kti-qkws-gpn Type here to search 125_239_111_16018711510.CE

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← ● X C Get Homework Help With Cheq x ✔nssce.etlab.in/uploads/seriesexam/questions/125_239_144_16018741510.CE%20303%20QP%20-%20ETLAB.pdf Meet-kti-qkws-gpn Type here to search 125_239_111_16018711510.CE 30 X 1. Explain Clapyron's three moment theorem for supports at different levels. 62 MODULE 6 2. Analyse the continuous beam shown below using three moment equation. Given the support B settles by 2mm, E-250 kN/mm² & 1-2X108 mm4. Draw BMD also. 40kr/m () A lisino lim 3m 11 1.5 m P KN ↓ 3. Estimate the design plastic moment capacity of the beam given below. PKN 11 Explain Clapyron's three moment CZI) P 3072 7.5 m ↓ 4. A simply supported 'I' beam of span 6m is to be designed for an ultimate UDL of 15kN/m. Estimate the plastic moment capacity of the beam and hence determine the plastic modulus and section modulus of the beam. Take o,- 250 MPa and shape factor as 1.15. P kN/m ✓ 6 m & Gok 75 KN ↓ 1.5 m + ↓ ↓ ↓ ↓ O (5) (5) (5) (5) ☆ 4) ENG ★ 14:04 05-10-2020 X - ← ● X C Get Homework Help With Cheq x ✔nssce.etlab.in/uploads/seriesexam/questions/125_239_144_16018741510.CE%20303%20QP%20-%20ETLAB.pdf Meet-kti-qkws-gpn Type here to search 125_239_111_16018711510.CE 30 X 1. Explain Clapyron's three moment theorem for supports at different levels. 62 MODULE 6 2. Analyse the continuous beam shown below using three moment equation. Given the support B settles by 2mm, E-250 kN/mm² & 1-2X108 mm4. Draw BMD also. 40kr/m () A lisino lim 3m 11 1.5 m P KN ↓ 3. Estimate the design plastic moment capacity of the beam given below. PKN 11 Explain Clapyron's three moment CZI) P 3072 7.5 m ↓ 4. A simply supported 'I' beam of span 6m is to be designed for an ultimate UDL of 15kN/m. Estimate the plastic moment capacity of the beam and hence determine the plastic modulus and section modulus of the beam. Take o,- 250 MPa and shape factor as 1.15. P kN/m ✓ 6 m & Gok 75 KN ↓ 1.5 m + ↓ ↓ ↓ ↓ O (5) (5) (5) (5) ☆ 4) ENG ★ 14:04 05-10-2020 X -

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