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FLEXURAL/BENDING STRESS | Symmetrical Sections | Example 1 | Strength of Materials (Filipino)

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#StrengthOfMaterials
What's up mga bees! So this is our first example for Flexural Stress in Beams with Symmetrical Cross Section. Here is the problem:
The box beam is made by nailing four 2-in. by 8-in. planks together as shown.
(a) Show that the moment of inertia of the cross-sectional area about the neutral axis is 981.3 in.4.
(b) Given that w0 = 300 lb/ft, find the largest allowable force P if the bending stress is limited to 1400 psi.
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Book References:
-Singer, et. al. Strength of materials, 4th ed. McGraw-Hill Companies, Inc., New York, NY
-Hibbeler, R. C. (2002). Mechanics of materials, 5th ed. Prentice Hall, Inc.
--Mechanics of Materials, Second Edition by Andrew Pytel & Jaan Kiusalaas
Kung sakali may mali po or mga katnanungan kayo, kindly comment down below at sasagutin po natin yan :)

Пікірлер: 5
@zild
@zild 2 жыл бұрын
thank you, sir!
@user-qy7fg7pm5z
@user-qy7fg7pm5z Жыл бұрын
Thank you so much
@kcsalcedo996
@kcsalcedo996 2 жыл бұрын
hi po sir, paano po kung assuming na nasa segment AB o BC yung max moment?
@user-vb4jg7us1x
@user-vb4jg7us1x Жыл бұрын
saan po galing ang 6in dun sa part ng convertion ng ft to in sa may last part
@JABEETV
@JABEETV Жыл бұрын
Hi, yun yung value ng C from the formula MC/I
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