弯曲杆件正应力计算公式
(2)校核正应力强度 )σ maxM max 4 ×106 = = = 3.88MPa < [σ ] 1 Wz × 140 × 210 2 6
正应力强度满足。 正应力强度满足3FQ max 2A
(3) 校核切应力强度τ max =3 × 4 ×103 = 0.20 MPa < [τ ] = 2 ×140 × 210
切应力强度满足。 切应力强度满足
弯曲杆件正应力计算公式
(2)校核正应力强度 )σ maxM max 4 ×106 = = = 3.88MPa < [σ ] 1 Wz × 140 × 210 2 6
正应力强度满足。 正应力强度满足3FQ max 2A
(3) 校核切应力强度τ max =3 × 4 ×103 = 0.20 MPa < [τ ] = 2 ×140 × 210
切应力强度满足。 切应力强度满足
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