大引のたわみ、割付ピッチ、施工時の運搬を考慮すると、小梁のスパンは4m

大引のたわみ、割付ピッチ、施工時の運搬を考慮すると、小梁のスパンは4m以下にすることが望ましい。大引き支点間距離で3,700mm以下とする

ผลลัพธ์ (อังกฤษ) 1:

Deflection of the slab and to consider the blind pitch, during construction of beam span should be 4 m or less. At a large discount Fulcrum between distance to 3700 mm or less

ผลลัพธ์ (อังกฤษ) 2:

Deflection of Obiki, allocation pitch, considering the transportation at the time of construction, the span of the joists, it is desirable to be less than 4m. And 3,700mm following a large draw distance between the supports

ผลลัพธ์ (อังกฤษ) 3:

Repeated bending, layout, construction and transportation, taking into account the beam span, it is desirable to below. In the distance between the fulcrum, sleepers 3, 700 mm or less