牛腿節(jié)點(diǎn)設(shè)計(jì)結(jié)果

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1、牛腿節(jié)點(diǎn)設(shè)計(jì)結(jié)果NODE.OUT******輕鋼門式剛架施工圖設(shè)計(jì)STMJW.EXE******設(shè)計(jì)時(shí)間：1/21/2009高強(qiáng)度螺栓計(jì)算方法：采用方法2,假定中和軸在端板形心節(jié)點(diǎn)設(shè)計(jì)結(jié)果：============================================================牛腿節(jié)點(diǎn)號(hào):1牛腿所連接的柱號(hào):1柱右側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=15.24牛腿節(jié)點(diǎn)豎向活載:PL=0.00吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)

2、計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=387.94牛腿根部截面正應(yīng)力:84.50<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:174.16<=180.,滿足牛腿腹板折算應(yīng)力:135.05<=310.*1.1,滿足柱腹板邊緣處折算應(yīng)力:180.62<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)滿足!============================================================牛腿節(jié)點(diǎn)號(hào):2牛腿所連接的柱號(hào):2柱右側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=30

3、.48牛腿節(jié)點(diǎn)豎向活載:PL=0.00吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=406.23牛腿根部截面正應(yīng)力:88.48<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:179.74<=180.,滿足牛腿腹板折算應(yīng)力:141.42<=310.*1.1,滿足柱腹板邊緣處折算應(yīng)力:190.16<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)滿足!柱左側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=30.48牛腿節(jié)點(diǎn)豎向活載:PL=0.0

4、0吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=406.23牛腿根部截面正應(yīng)力:88.48<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:179.74<=180.,滿足牛腿腹板折算應(yīng)力:141.42<=310.*1.1,滿足柱腹板邊緣處折算應(yīng)力:186.50<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)滿足!========================================================

5、====牛腿節(jié)點(diǎn)號(hào):3牛腿所連接的柱號(hào):3柱右側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=30.48牛腿節(jié)點(diǎn)豎向活載:PL=0.00吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=406.23牛腿根部截面正應(yīng)力:88.48<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:179.74<=180.,滿足牛腿腹板折算應(yīng)力:141.42<=310.*1.1,滿足柱腹板邊緣處折算應(yīng)力:186.50<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)

6、滿足!柱左側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=30.48牛腿節(jié)點(diǎn)豎向活載:PL=0.00吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=406.23牛腿根部截面正應(yīng)力:88.48<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:179.74<=180.,滿足牛腿腹板折算應(yīng)力:141.42<=310.*1.1,滿足柱腹板邊緣處折算應(yīng)力:190.16<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)滿足!===============

7、=============================================牛腿節(jié)點(diǎn)號(hào):4牛腿所連接的柱號(hào):4柱左側(cè)牛腿:牛腿節(jié)點(diǎn)豎向恒載:Pd=15.24牛腿節(jié)點(diǎn)豎向活載:PL=0.00吊車最大輪壓反力:Dmax=264.04荷載作用點(diǎn)到柱邊距離:e=475.00設(shè)計(jì)荷載P=1.2*Pd+1.4(PL+Dmax)=387.94牛腿根部截面正應(yīng)力:84.50<=310.,滿足荷載作用點(diǎn)位置的牛腿截面剪應(yīng)力:174.16<=180.,滿足牛腿腹板折算應(yīng)力:135.05<=310.*1.

8、1,滿足柱腹板邊緣處折算應(yīng)力:180.62<=310.*1.1,滿足滿足:牛腿設(shè)計(jì)滿足!