精品文档---下载后可任意编辑材料力学练习册答案第一章 绪论及基本概念1.C2.C3.A4.D5.D6.D7. , 8 ., , , , , , 第二章 轴向拉伸与压缩1.略2.º,,º,,º,,3.4.(↓)5.,,(↓)6.,n ≥ ,∴n =39(根)7.,,∴选 2∠404038.P = ,d ≥ ,∴取 d =21cm9.(1)º (2)10.E =70GPa , 11.精品文档---下载后可任意编辑12., <[,<13.,, ,,14.,15 .( 压 ) ,( 压 ) ,,16.,17.[P]=18.q = , ,第三章 剪切1.2.,,3.n =10 只(每边 5 只)4.n = 45.d =12 mm6.a = 60 mm , b =12 mm , d = 40 mm第四章 应力应变状态分析1.略2.(a) MPa , -35 MPa ; -450 ; 140 MPa , 0 MPa , 450 ; 70 MPa (b) MPa , MPa ; , ; 37 MPa , -27 MPa , ; 32 MPa (c) 5 MPa , 25MPa ; 900 , ; 57 MPa , -7 MPa , ; 32 MPa 3.1 点: 0 MPa , 0 MPa , -120MPa ; 2 点: 36 MPa , 0 MPa , -36MPa ; 3 点: MPa , 0 MPa , ; 4 点: 120 MPa , 0 MPa , 0MPa 。4.略5.(a) MPa , MPa , (b) MPa , MPa , 6. MPa , MPa , 7.(1) - MPa , MPa (2) 110 MPa , 0 MPa , - MPa精品文档---下载后可任意编辑8.(1) MPa , MPa ; (2) MPa , 0 MPa , -5 MPa9. 略10.MPa , MPa11.略12.13.m = KN•m第五章 扭转1.略2.略3.(1)略 ( 2 ) DC 段 :, CB 段 :, BA 段 : (3)º (4)最大剪应力变小4.5.d =111mm6.强度满足7.AC 段:,º/mDB 段:,º/m∴强度和刚度满足。8.(1)D =102 mm(2)º9. n = 8 只10.d = mm11. , º12.(1)[T] = kN-m (2)[T] = kN-m第六章 梁的内力1.(a)0 a x, Q=0; x=2a, Q= -qa; x=2a+,Q=qa; x=3a,Q=0 0xa,M=0; x=2a, M= -qa2/2; x=3a, M=0 (b)x=0, Q= -P;x=a+, Q= -2P; x=2a, Q= -2P精品文档---下载后可任意编辑 x=0, M=0;x=a, M=Pa;x=2a, M=3Pa2.(a)x=0, Q=3qa /2; x=a+, Q=qa/2; x=3a,Q=-3qa /2;x=4a, Q=-3qa /2 x=0, M=0; x=a, M=; x=, Mmax=;x=3a-, M=;x=3a+, M=;x=4a, M=0(b)x=0, Q=0...