软件信息发布系统的设计与实现
stairses, one is hanging to disperse the stairs outside, each layer inside the building all for amuse the recreational function. The engineering's anti- earthquake establishes to defend the earthquake intensity as 7 degrees, the anti- earthquake grade is 3 classes, that structure adoption the frame structure, the whole frame adoption now the sprinkle type frame, the main beam takes the pillar to be apart from highly of 1/12, size for 250 x600mm and 350 x900mm; a beam takes the main beam highly of 1/14, the size takes a beam for the 250
x600mm plank thickness of 1/35, thickness for 120 mm; the pillar cuts to face for the 500 x500mm beam to all adopt the concrete of C30, plank adoption C20 concrete.The wall body adoption powder ash from stove brick, the outside wall 370 mm, inside the wall 190 mm, the house face for not last person's house face, the foundation adoption pillar next independent foundation. The building exterior repairs the big part adoption wall to face to stick the wall brick outside the ivory, indoor ground adoption the marble sticks the noodles.The window adopts a form of the aluminum metal alloy window, an
adoption aluminum metal alloy door, the front door adoption revolves the
door. In compute process, applied the software of PKPM to carry on dint inside the structure's compute and go together with the, the plank adoption double computes toward plank, stairs for sprinkle the plank type stairs now. KEYWORD Construction;
Frame;PKPM </P>
<P>1 工程概述<BR>该工程名为汇源综合楼，主体为四层框架结构， <p
class='Wfm670'></p> </P>
<P>2 设计资料<BR>2.1抗震设防烈度<BR>本工程抗震烈度按七度设防<BR>2.2气象资料：<BR>风压：0.5 KN/ m2 雪压：0.4 KN/ m2<BR>2.3工程地质条件：<BR>冻土深度：-1.2米；II类场地；<BR>2.4地基承载力设计值：600 KN/ m2<BR>2.5 梁柱截面、梁跨度及柱高度的确定<BR>2.5.1梁截面尺寸初估 ：<BR>主梁 梁高<BR>l1=mm<BR>(1/8~1/12)l1=(556.7~835)mm <BR>l2=8930 mm<BR>(1/8~1/12)l2=(525~787.5)mm <BR> 取h1=600mm<BR>l3=6300mm<BR>（1/8~1/12）l3=(744~1116.25)mm<BR>l4=6600mm<BR>（1/8~1/12）
l4=(860~1291.25)mm<BR> 取h2=900mm<BR>梁宽 （1/3~1/2）
h1=(200~300)mm <BR> 取b1=250mm<BR> （1/3~1/2）
h2=(300~450)mm<BR> 取
b2=350mm <BR> 主梁截面为 （250×600）mm和（350×900）mm<BR>次梁 <BR>l4/14=600mm 所以次梁截面为(250×600)mm<BR>2.5.2柱截面尺寸<BR>根据已知条件：抗震烈度为7度，建筑总高为<BR>0.45＋1.2＋15.3=16.95m 属于三级框架，柱的轴压比为0.9,b=h<BR>边柱 b2≥[1.3x14x103x4x(4500+5100)x3.3]/(0.9x14.3) <span
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