. Proceedings of the annual convention . 2 I ALSPECIALI-BEAM — VIEW A-A TESTS PERFORMED USING § ^ a ^ PLS. 5|-X 2X-^ AL. ALL HOLESDRILLED FOR 1-28 SAE4 HEX. HEAD BOLTS FIG. 15 SPECIMEN T-6JOINT DETAILS S GAGE LOCATIONS 94 Iron and Steel Structures. Fig. 16—Specimen T-6 under test. Stresses in Models of Floorbeam Han g e r s 95 « O O O ^=^- -= 0 0

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