. Proceedings of the annual convention . to Z3_l O o o z a: < lU X o za: UJ a -J< z HI q:bJo. X u. sqi avoT 124 Iron and Steel Structures N 1 \ r o a. \ 5 o O \, q i \ \ CD o S ^ \ S, N 1 \ S \ \ CO V \ aJ N V \ \ s N I V V, \ \ vj - -■ O sd!)| aV01 = d. , 3 tf) V) u UJ Q. (T tn Q < tt < o H L. < QO -I rri -1 ? 5 < < I oS to p^ (n t o o o 55 (n (T cr o oin o o Q. Stresses in Models of Floorbeam Hangers 125 ANALYSIS OF SPECIMEN C - TEST C8 REF.: FIG. 31 H 34 35 COMPUTATION OF SHEAR SLOPE USE THE EQUATION FOR Osx DERIVED IN FOR TEST C8, 1 = 8 kl = x = 8 cosh kx
. Proceedings of the annual convention . to Z3_l O o o z a: < lU X o za: UJ a -J< z HI q:bJo. X u. sqi avoT 124 Iron and Steel Structures N 1 \ r o a. \ 5 o O \, q i \ \ CD o S ^ \ S, N 1 \ S \ \ CO V \ aJ N V \ \ s N I V V, \ \ vj - -■ O sd!)| aV01 = d. , 3 tf) V) u UJ Q. (T tn Q < tt < o H L. < QO -I rri -1 ? 5 < < I oS to p^ (n t o o o 55 (n (T cr o oin o o Q. Stresses in Models of Floorbeam Hangers 125 ANALYSIS OF SPECIMEN C - TEST C8 REF.: FIG. 31 H 34 35 COMPUTATION OF SHEAR SLOPE USE THE EQUATION FOR Osx DERIVED IN FOR TEST C8, 1 = 8 kl = x = 8 cosh kx= M= 800x6 =4,800 sinh kl =7693 esx = .000000535 X 4,800x|I|| = .00260 IS THE COMPUTED VALUE SHOWN IN FIG. 31. COMPUTATION OF SHEAR STRESS IN. JHE WEB RECALLING FROM FIG. 34 THAT Osx » ^ (SEE DERIVATION G OF EQUATION I. IN THIS FIGURE), AND REFERRING TO THE VALUE OF G, shear stress, s = .00260x3,630,000 = 9,450 psi THIS IS THE VALUE OF SHEAR STRESS SHOWN IN FIG. 31PLOTTED AT THE t OF THE jst BOLT HOLE. COMPUTATION OF FLANGE STRESS EQUATIONS FOR THE INSIDE AND OUTSIDE FLANGESTRESSES ARE DERIVED IN FIG. 34a. TO OBTAIN A VALUE FOR THE -? TERM USED IN
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