没有功劳也有苦劳吧。This design for a residential design， describes the structure form for frame structure， eight layer are tall， 9 This region seismic fortification intensity of 7， construction site category II site， frame aseismic rating for the secondary， leading to the southwest winds， basic kN/m2， wind 35 kN/basic snow pressure 45 m2， floor and roof adopts cast-in-situ reinforced concrete The main contents of the design for the structure design， layout， determine the framework in the first layer represents the value calculated load， and then use vertex imaginary displacement method， then the basic structure of cycle by calculating bottom shear layer under horizontal earthquake lateral seismic shear value， and the level of seismic based lateral force， then framework for calculating vertical load (the) under the action of live load and the internal structure of the The combination of several groups of internal force calculation of reinforcement and In addition to this design and indoor stair design， including flat bedplate， etc， platform beam for internal and reinforcement of calculation and construction This design USES the pile foundation， pile foundation and the stress and pile and 喵咕~~(╯﹏╰)b
Originally design to be the design of building of a house， this floor of structural forms are frame structure， amounts to eight layers， it is 9 m that layer is The earthquake intensity is 7 degrees that this area provides fortification against earthquakes， field classification of the building is the II field， frame antidetonation grade for second， leading wind direction southwest， basic wind pressure 35 kN/m2， basic snow pigeonhole 45 kN/m2， the floor is built and the roof adopt the structure of cast-in-place armored The main content originally designed is the structural design， after confirming overall arrangement of the frame， go on layer load representative calculation of value at first， utilize structural upper limit imagination displacement law ask， produce basic cycle of structure， cut strength law calculate according to bottom horizontal earthquake function all horizontal earthquake cut strength value then， and then ask， happen horizontal earthquake function horizontal structural internal force of frame， calculate verticality load and live year)， function lay structural internal force of frame Find out unfavorable several group internal force association most， calculate， mix muscle combine Design have indoor design of stair originally， platform board， ladder sections of board， platform roof beam， internal force and mix muscle calculate and the construction drawing is drawn of Design， adopt of foundation originally， bear to foundation platform and go on strength and mix muscle
Content： This design for a residential design， describes the structure form for frame structure， eight layer are tall， 9 This region seismic fortification intensity of 7， construction site category II site， frame aseismic rating for the secondary， leading to the southwest winds， basic kN/m2， wind 35 kN/basic snow pressure 45 m2， floor and roof adopts cast-in-situ reinforced concrete The main contents of the design for the structure design， layout， determine the framework in the first layer represents the value calculated load， and then use vertex imaginary displacement method， then the basic structure of cycle by calculating bottom shear layer under horizontal earthquake lateral seismic shear value， and the level of seismic based lateral force， then framework for calculating vertical load (the) under the action of live load and the internal structure of the The combination of several groups of internal force calculation of reinforcement and In addition to this design and indoor stair design， including flat bedplate， etc， platform beam for internal and reinforcement of calculation and construction This design USES the pile foundation， pile foundation and the stress and pile and Keywords: building， Frame structure， Structure design希望你满意
