## The Stress Analysis of Bow Girders |

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a p C3D3 applied Building Research C2 and C3 calculated CD and XD Ci3 denote CiDi circular-arc bow girder coefficients of M0 cos2 curved in plan deflection denote the coefficients diagram Draw perpendiculars equal equation 24 Example expressions for Mx external load F0 from eq flexural rigidity Gibson and Ritchie given by Gibson graphically integrals required intermediate support involving M0 load acting loads Wv W2 method Mx and Tx MX=W normal number of small numerical values Pippard plan form plotted point of application present paper reactions reinforced concrete resultant actions Rt and R3 shear force Simpson's rule sin2 6 ds small length solution STRESS ANALYSIS Substituting in equation T0 and F0 three equations torque and shear torsional rigidity uniformly distributed load values of M0 various integrals whole curve XD2 ds XE ds