77钢筋计算

课程设计二层梁中框架梁KL19(2A)的抽筋计算示例课程设计二层梁中KL19的抽筋计算示例mLLaEldd118.128822162701501060018491812181525100210600.14.1121511计算式为：单长上部贯通筋mLLaEnlL1.2700140020353400250001.2322计算式为：单长右侧负筋支座由于支座1左侧有悬挑梁，且上端面齐平，可将支座负筋直锚入节点，则的支座锚固长度为直锚laE。课程设计二层梁中KL19的抽筋计算示例mLLnL3.3500280050034002500022.3333计算式为：单长两端第一排负筋支座mLLnL6.2500210050044002500022.4433计算式为：单长两端第二排负筋支座课程设计二层梁中KL19的抽筋计算示例mLLdLn172.233047567.1366221525500340010046003.515355计算式为：单长左侧负筋支座mLLd167.11929751612251001001000.61266计算式为：单长下部左挑纵筋由于悬挑梁截面与梁截面差100mm，所以下部纵筋不能完全贯通，悬挑端的下部钢筋应另外设置。课程设计二层梁中KL19的抽筋计算示例mLLaEld014.117844801509600164916152251002960021.74.11577计算式为：单长跨贯通筋、下部mLLaEld475.5560400240755000163540016152510050001.81588计算式为：单长跨纵筋下部第mLLdlaE475.5270756301004600181525100183510046002.91599计算式为：单长跨纵筋下部第课程设计二层梁中KL19的抽筋计算示例mLLdde322.1324.19020013008489.1122584002502.1049.11281010计算式为：单长悬挑端箍筋11125.9110025100501001000nn.1111计算式为：根数悬挑端箍筋课程设计二层梁中KL19的抽筋计算示例mLLdde522.1324.19020015008489.112258500250221.1249.11281111计算式为：单长跨箍筋、梁第63625.2632622005005.14500400296001100505005.14nn21.1322附加箍筋非加密区加密区计算式为：根数跨箍筋、梁第课程设计二层梁中KL19的抽筋计算示例课程设计二层梁中次梁LL7(1)的抽筋计算示例课程设计二层梁中LL7的抽筋计算示例mLLd555.44801007539001615225125251003900.11511计算式为：单长上部贯通筋mLLd057.44321251503900181221251503900.21222计算式为：单长下部纵筋课程设计二层梁中LL7的抽筋计算示例mLLdde122.1324.19020011008489.1122583502002.349.112833计算式为：单长悬挑端箍筋191625.1712005021251503900nn7.411计算式为：根数箍筋次梁LL课程设计二层梁中LL7的抽筋计算示例课程设计独立基础J-2基础底板抽筋计算示例1:40J-2课程设计独立基础J-2基础底板抽筋计算示例1:40J-2mLLe12.28022004022200.1211计算式为：单长垂直方向板筋1516.131130213021900nn.2211S计算式为：根数垂直方向板筋课程设计独立基础J-2基础底板抽筋计算示例1:40J-2mLLe82.18019004021900.3222计算式为：单长水平方向板筋1517.131150215022200nn.3222S计算式为：根数水平方向板筋注：计算板筋根数时，布筋的起始间距取min(S/2，75)。角柱内外侧筋：当框架柱为矩形截面时，外侧钢筋根数为：3根角筋，b边钢筋总数的1/2，h边总数的1/2。内侧钢筋根数为：1根角筋，b边钢筋总数的1/2，h边总数的1/2。边柱内外侧筋：当框架柱为矩形截面时，外侧钢筋根数为：2根角筋，b边一侧钢筋总数内侧钢筋根数为：2根角筋，b边一侧钢筋总数，h边两侧钢筋总数。课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLHH49.75208010650036005007200401200150.16n6n11取整的三层梁高计算式为：单长基础、一层、二层角筋1234:焊接接头个数课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLdeH89.430045902512303600500520.3126n33三层梁高取整的计算式为：单长三层内侧角筋mLLaElH533.55.1312422025355.14003600500520.25.16n22屋顶层梁高三层梁高取整的计算式为：单长三层外侧角筋课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLaEl782.8672811016352.14007200401200150.52.155三层梁高计算式为：单长面左、右侧基础、一层、二层柱截824:焊接接头个数mLLaEl95.8840811020352.14007200401200150.42.144三层梁高计算式为：单长面上、下侧基础、一层、二层柱截422:焊接接头个数课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLdaEl92.430035701050251230360025352.1.7122.177计算式为：单长三层柱截面上侧mLLaElaEl563.55.13123200105025355.1400360025352.1.65.12.166屋顶层梁高计算式为：单长三层柱截面下侧课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLdaEl434.41923570672161230360016352.1.9122.199计算式为：单长三层柱截面右侧mLLaElaEl712.4840320067216355.1400360016352.1.85.12.188屋顶层梁高计算式为：单长三层柱截面左侧课程设计框架柱Z1抽筋计算示例1:40J-2116225400*4504258@100/200Z1450400100350300100120216Z1400*5004208@100/200400300100500400100216120400*5004208@100/200Z1500400100400300100一层柱二层柱三层柱mLLddee617.32.57172136033.161389.112384143024004302500323.109.1123414221010计算式为：单长筋基础、一层、二层柱箍mLLddee450.32.5717267.1246156089.112384143024003233024504.119.1123414221111计算式为：单长三层柱箍筋课程设计框架柱Z1抽筋计算示例6225.1742222005002520264012707200600310050025202640501270222005002520264034006003600720060031005002520264050340060036002nn.1266366366366311非加密区梁高取整的取整的取整的加密区梁高取整的取整的取整的非加密区梁高取整的取整的加密区梁高取整的取整的计算式为：根数筋基础、一层、二层柱箍nHnHnHnHnHnHnHnHnHnHnHnH203.92.1012005005202360011100500520nn.136622非加密区梁高取整的加密区梁高取整的计算式为：根数三层柱箍筋nnHH课程设计框架柱Z1抽筋计算示例课程设计二层①-②、A-B间板的抽筋计算示例课程设计二层①-②、A-B间板的抽筋计算示例课程设计二层①-②、A-B间板的抽筋计算示例课程设计二层①-②、A-B间板的抽筋计算示例课程设计二层①-②、A-B间板的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层楼梯的抽筋计算示例课程设计一层