Tests of Timber Beams
Tests of Timber Beams
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; stiff beam.
E 3. The great increase in deflection after load of 44 800 Ib. Was evi- dently due to incipient shear failure and not to fiber elastic limit having been reached. Sheared at south end (sawed end) at 47 700 Ib. Along a line 4 in. Below top. Load dropped to 30400 Ib. Rose to 40000 Ib. After a further deflection of 0. 62 in. , when it failed by horizontal shear at the same end along a second line 3 in. From bottom.
E4. Failed by horizontal shear at north end. This end was the sawed en...d and was originally next to the end which failed in E3.
E5. Failed by horizontal shear at sawed end 7 in. Below top at 32 500 Ib. Load dropped to 15750 Ib. Load rose to 34300 Ib. When the beam sheared again at same end, this time 4 in. Above bottom. The load then dropped to 22 700 Ib. See Plate 15.
E 6. Failure by horizontal shear at sawed end 7 in. Below top at 33 600 Ib. Load dropped to 20 000 Ib. And finally rose to 29 100 Ib. When it sheared again at the same end, this time 5 in. Above bottom.
What to read after Tests of Timber Beams?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
; stiff beam.
E 3. The great increase in deflection after load of 44 800 Ib. Was evi- dently due to incipient shear failure and not to fiber elastic limit having been reached. Sheared at south end (sawed end) at 47 700 Ib. Along a line 4 in. Below top. Load dropped to 30400 Ib. Rose to 40000 Ib. After a further deflection of 0. 62 in. , when it failed by horizontal shear at the same end along a second line 3 in. From bottom.
E4. Failed by horizontal shear at north end. This end was the sawed en...d and was originally next to the end which failed in E3.
E5. Failed by horizontal shear at sawed end 7 in. Below top at 32 500 Ib. Load dropped to 15750 Ib. Load rose to 34300 Ib. When the beam sheared again at same end, this time 4 in. Above bottom. The load then dropped to 22 700 Ib. See Plate 15.
E 6. Failure by horizontal shear at sawed end 7 in. Below top at 33 600 Ib. Load dropped to 20 000 Ib. And finally rose to 29 100 Ib. When it sheared again at the same end, this time 5 in. Above bottom.
What to read after Tests of Timber Beams?
You can find similar books in the "Read Also" column, or choose other free books by A N Arthur Newell Talbot to read onlineMoreLess
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