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Turkish WE ARE PLANNING TO BUILD A SINGLE-STOREY PARKING PARK AND CAR AND LARGE VEHICLES WILL PASS OR PARK ON THE PARKING FLOOR. AND THERE WILL BE 1.5 M FILLING ON THE PARKING FLOOR. HOW SHOULD I GIVE MOVING AND FIXED LOAD TO FLOOR AND BEAMERS? ALSO, I WOULD LIKE TO ANSWER URGENTLY IF I NEED A SINGLE LOAD IMPACT.
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PARKING LOADS
- Thread starter muraterb
- Start date
HakanŞahin
Administrator
Since I do not know your project in detail, I can write general information: The minimum live load values that you should get according to the type of car park vs. building are specified in TS498. For fixed load value; You must enter the total value that you will calculate from the unit weight of the material you will use as a filling material. (ideCAD Static takes the weight of slab thickness automatically.) You should decide whether there are other loads in the system by looking at the architectural project.
The system is based on 80x70x80 continuous, 50 cm middle raft foundation, 4.00 m storey height, concrete class C20, axle spacing 5.00x6.0 m, columns 40x70, beams 40x80, floor 25 cm; I loaded 3tf/m2 fixed load, 2tf/m2 live load on the floor, (because large vehicles will be parked on it and will be in motion), 15 t single load at the middle point of the beams, (in case the wheels of the vehicles can press a single load) these loads. According to these values, the equipment did not give any error, it is generally correct to solve the Q16 output system in this way. Thank you for your interest.
HakanŞahin
Administrator
Hello, Trying to solve the project in this way is not appropriate as an engineering approach... I suggest you solve your project with the consultancy of a person who is competent to do the project. Good work.