钢筋下料长度计算(国外英文资料).docVIP

钢筋下料长度计算(国外英文资料) Ribs are: muscle force (unidirectional or bidirectional, single or double), bearing negativereinforcement, distribution of reinforcement, additional reinforcement (corner additional radial rib openings, additional reinforcement), brace reinforced (double reinforced support layer). In stress bearing software, the length of the force bar is calculated according to the axis network. Tendon length = axis dimension + left anchor + right anchor + hook at both ends (if it is grade I tendon). Number of root = (axis length - offset) / cloth spacing + 1 Negative reinforcement and distribution of reinforcement length = negative reinforcement negative reinforcement length + left + right bending bending negative reinforcement (reinforcement range = number of root - buckle impairment) / cloth reinforcement spacing + 1 distribution reinforcement length = negative reinforcement layout length of negative reinforcement negative reinforcement negative reinforcement rib buckle impairment distribution root number = negative reinforcement the input interface length / distribution of bar spacing, +1 three, additional reinforcement (corner additional radial rib openings, additional reinforcement), supporting rebar (double reinforced support layer) According to the actual situation, the length and the root number of the steel bar can be calculated directly. In the software, the direct input method can be used to input the calculation. Common questions about why rebar calculations in 135o hooks are calculated in our software as 11.9d? We take the stirrup calculation software 11.9D is in fact a hook with a measure of the difference between the results, we know that the hook straight section length is 10D, then measure the difference should be below 1.9D, we derive 1.9D this measure of difference: the origins of the skin according to the result of computing is 1000+300; if calculated in accordance with the center line that is: 1000-D/2-d+135/360*3.14* (D/2+d/2) *2+300, where D