Abstract
The coefficient lists on the term of loading (fixed end moment and horizontal thrust at fixed end) are expressed in the five significant figures with the values of uniform section girders as unit and these are made on the following three conditions. Condition 1 Lengths of rigid zones at both ends are ξ_ιl'=γ_ιl=ξ_κl'=γ_κl=(0.00〜0. 30) l calculated with an interval of 0. 02 l. Condition 2 Numbers are given to each six types of working load. Condition 3 No. 1 is omitted. No. 2, 3, 4 are made. No. 4 is made at the load working point α=0. 2, 0. 3, 0. 5. The list on the shearing force at fixed end is omitted since the shearing force can easily be calculated from the fixed end moment shown above and etc. These calculations were made by computer HITAC M-180 and microcomputer FM-11.
