- #1
Daumantas
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Hello,
I can't find the formula for bending moment calculation of continuous tapered beam. the cross section is I (H) form, where web is 179.5 cm flange is 67 cm, web thickness is 1.5 cm and flange thickness is 2.5 cm. And this beam changes its height to 89.7 cm all other dimensions is the same. Beam is 60 m long and has two spans and three supports at 0, 30 and 60 meters. The load is distributed which intensity is 89.329 kN/m. The beam mass is not taken into acuont. I have designet and tested this beam with two programs and the bending moment is the same. Examples is atached
I can't find the formula for bending moment calculation of continuous tapered beam. the cross section is I (H) form, where web is 179.5 cm flange is 67 cm, web thickness is 1.5 cm and flange thickness is 2.5 cm. And this beam changes its height to 89.7 cm all other dimensions is the same. Beam is 60 m long and has two spans and three supports at 0, 30 and 60 meters. The load is distributed which intensity is 89.329 kN/m. The beam mass is not taken into acuont. I have designet and tested this beam with two programs and the bending moment is the same. Examples is atached
Attachments
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1Momentas pastovaus aukscio sijos su LTbeamN.pdf145.9 KB · Views: 378
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2Momentas kintamo aukscio sijos su LTbeamN.pdf182.2 KB · Views: 515
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3Momentas kintamo aukscio sijos2 su LTbeamN.pdf174.4 KB · Views: 315
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1Momentas pastovaus aukscio sijos su robot.pdf165.5 KB · Views: 383
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2Momentas kintamo aukscio sijos su robot programa.pdf139.5 KB · Views: 229
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3Momentas kintamo aukscio sijos2 su robot.pdf192.9 KB · Views: 294