一题全英文的工程科学题Select standard rolled steel sections for beams and columns to satisfy given specifications.A 25 ft.long ASTM-A36 steel,W8×58 I-Beam is selected to be the column of the hoisting apparatus with fixed-free ends.For thi

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一题全英文的工程科学题Selectstandardrolledsteelsectionsforbeamsandcolumnstosatisfygivenspecifications.A25ft.lon

一题全英文的工程科学题Select standard rolled steel sections for beams and columns to satisfy given specifications.A 25 ft.long ASTM-A36 steel,W8×58 I-Beam is selected to be the column of the hoisting apparatus with fixed-free ends.For thi
一题全英文的工程科学题
Select standard rolled steel sections for beams and columns to satisfy given specifications.A 25 ft.long ASTM-A36 steel,W8×58 I-Beam is selected to be the column of the hoisting apparatus with fixed-free ends.For this column,determine the slenderness ratio,the load that will result in Euler buckling,and the associated Euler buckling stress and determine whether the results can satisfy the given specifications as task1 or not.The beam characteristics may be found in the I-Beam Data.
Task3 (Pass Criterion1.3)
Determine the distribution of shear stress and the angular deflection due to torsion in circular shafts.Diagram 2 (left) has shown the structure of the hoisting apparatus.The reel and the brake which are made from thin walled tube are welded together with the shaft (the thickness of tube is 0.1in.).The solid shaft with a driving external torque MR at right end is turning.The mining car filled with iron ore which weights 1000~1500kg is moving up with constant speed.The brake not operates.If all frictions are neglected,the solid compound shaft with the driving torque and load torque has been shown in diagram 2 (right)

一题全英文的工程科学题Select standard rolled steel sections for beams and columns to satisfy given specifications.A 25 ft.long ASTM-A36 steel,W8×58 I-Beam is selected to be the column of the hoisting apparatus with fixed-free ends.For thi
选择标准钢材部分梁、柱来满足给定的规格说明细看一遍.25英尺长的ASTM-A36 W8×58 I-Beam钢,选择的栏的起重设备与fixed-free结束.这个专栏,确定了该新型比率时,这将会导致相关屈曲和欧拉屈曲应力和确定欧拉反演结果能满足给定的规格task1与否.梁的特点可以发现在I-Beam数据.
Criterion1.3 Task3(通过).
确定的剪切应力分布的角度偏转,由于在圆轴扭转.图2(左)已经证明,提升设备的结构.卷轴和刹车,是由薄壁管焊接在一起用轴(厚度0.1in管).实心杆驱动力矩和右端外先生.采矿车充满铁矿的1000 1500kg权重与恒定的速度移动.刹车不运行.如果所有的摩擦被忽视,坚实的复合轴传动力矩和负载扭矩已被证明在图2(右).