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A Steel Plane Truss Is Loaded at B and C  is A=3970 mm2\text { is } A = 3970 \mathrm {~mm} ^ { 2 }

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A steel plane truss is loaded at B and C by forces P =200 kN. The cross-sectional area of each member  is A=3970 mm2\text { is } A = 3970 \mathrm {~mm} ^ { 2 } . Truss dimensions are H=3 m and L = 4 m. The maximum shear stress in bar AB is approx- imately:
 A steel plane truss is loaded at B and C by forces P =200 kN. The cross-sectional area of each member  \text { is } A = 3970 \mathrm {~mm} ^ { 2 }  . Truss dimensions are H=3 m and L = 4 m. The maximum shear stress in bar AB is approx- imately:    A)   27 \mathrm { MPa }  B)   33 \mathrm { MPa }  C)   50 \mathrm { MPa }  D)   69 \mathrm { MPa }


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