建筑結(jié)構(gòu)計(jì)表格-《荷載規(guī)范2012》查表法計(jì)算消防車荷載

,,單向板消防車荷載計(jì)算,,,,,,雙向板消防車荷載計(jì)算,,,,,,,,,,,,,

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規(guī)范表格,,單向板消防車活荷載標(biāo)準(zhǔn)值,,,,,,雙向板消防車活荷載標(biāo)準(zhǔn)值,,,,,,工程匯總,,,,,,,

,,板跨(m),2,4,,,,板跨(m),3,6,,,,受力類別,板跨度,覆土厚度,消防車活荷載,,,,備注

,,荷載,35,25,,,,荷載,35,20,,,,,,,樓板計(jì)算,主梁,次梁,墻柱,

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,,表B.0.1單向板樓蓋樓面消防車活荷載折減系數(shù),,,,,,表B.0.2雙向板樓蓋樓面消防車活荷載折減系數(shù),,,,,,,,,,,,,

,,折算覆土,樓板跨度(m),,,,,折算覆土,樓板跨度(m),,,,,,,,,,,,

,,厚度S1,2,3,4,,,厚度S1,3,4,5,6,,,,,,,,,

,,0.0,1.00,1.00,1.00,,,0.0,1.00,1.00,1.00,1.00,,,,,,,,,

,,0.5,0.94,0.94,0.94,,,0.5,0.95,0.96,0.99,1.00,,,,,,,,,

,,1.0,0.88,0.88,0.88,,,1.0,0.88,0.93,0.98,1.00,,,,,,,,,

,,1.5,0.82,0.80,0.81,,,1.5,0.79,0.83,0.93,1.00,,,,,,,,,

,,2.0,0.70,0.70,0.71,,,2.0,0.67,0.72,0.81,0.92,,,,,,,,,

,,2.5,0.56,0.60,0.62,,,2.5,0.57,0.62,0.70,0.81,,,,,,,,,

,,3.0,0.46,0.51,0.54,,,3.0,0.48,0.54,0.61,0.71,,,,,,,,,

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計(jì)算過(guò)程,,輸入?yún)?shù)：,,,,,,輸入?yún)?shù)：,,,,,,,,,,,,,

,,樓板短向跨度b=,,2.00,(m),2,,樓板短向跨度b=,,3.00,(m),3,,,,,,,,,

,,板頂覆土厚度s=,,1.50,(m),,,板頂覆土厚度s=,,1.50,(m),,,,,,,,,,

,,覆土應(yīng)力擴(kuò)散角θ=,,35.0,o,35,,覆土應(yīng)力擴(kuò)散角θ=,,35.0,o,35,,,,,,,,,

,,根據(jù)板跨度確定荷載標(biāo)準(zhǔn)值：,,,,,,根據(jù)板跨度確定荷載標(biāo)準(zhǔn)值：,,,,,,,,,,,,,

,,荷載標(biāo)準(zhǔn)數(shù)值=,,35,(kN/m2),,,荷載標(biāo)準(zhǔn)數(shù)值=,,35,(kN/m2),,,,,,,,,,

,,根據(jù)覆土情況確定活荷載折減系數(shù)：,,,,,,根據(jù)覆土情況確定活荷載折減系數(shù)：,,,,,,,,,,,,,

,,折算覆土厚度s1=,,1.50,(m),1.5000,,折算覆土厚度s1=,,1.50,(m),1.5000,,,,,,,,,

,,活荷載折減系數(shù)=,,0.820,,,,活荷載折減系數(shù)=,,0.790,,,,,,,,,,,

,,確定計(jì)算樓板時(shí)活荷載標(biāo)準(zhǔn)值：,,,,,,確定計(jì)算樓板時(shí)活荷載標(biāo)準(zhǔn)值：,,,,,,,,,,,,,

,,消防車活荷載=,,28.7,(kN/m2),,,消防車活荷載=,,27.7,(kN/m2),,,,,,,,,,

,,確定計(jì)算梁和墻柱及基礎(chǔ)時(shí)活荷載標(biāo)準(zhǔn)值：,,,,,,確定計(jì)算梁和墻柱及基礎(chǔ)時(shí)活荷載標(biāo)準(zhǔn)值：,,,,,,,,,,,,,

,,次梁：,,,,,,主次梁：,,,,,,,,,,,,,

,,折減系數(shù),0.8,活荷載,23.0,(kN/m2),,折減系數(shù),0.8,活荷載,22.1,(kN/m2),,,,,,,,,

,,主梁：,,,,,,墻柱：,,,,,,,,,,,,,

,,折減系數(shù),0.6,活荷載,17.2,(kN/m2),,折減系數(shù),0.6,活荷載,16.6,(kN/m2),,,,,,,,,

,,墻柱：,,,,,,基礎(chǔ)：可不考慮消防車活荷載，0.0(kN/m2)。,,,,,,,,,,,,,