3. Two 10"-15.3 lb channels are welded together as shown in the figure. Find themoment of area of the upper channel about the horizontal centroidal axis xo of theentire section. Use Table 6-6.2 on page 199 of your textbook for the properties ofchannels. Table 6-6.2. Properties of Angles and ChannelsSizeAreaUnitssg in.in.in.5 x 3 x angle6 x 4 x1 angle6 x 6 xị angle8x 6 x1 angle1.752.171.682.650.751.171.683.759.005.7513.00Web thick-1.65ness t (in.)10"-15.3 Ib channel12"-20.7 Ib channel4.476.030.640,700.2400.280lan

Consider the following figure. For 10''-15.3 lb channels, A=4.47 in2x=0.64 intw=0.24 in Both…

3. Two 10"-15.3 lb channels are welded together as shown in the figure. Find the moment of area of the upper channel about the horizontal centroidal axis xo of the entire section. Use Table 6-6.2 on page 199 of your textbook for the properties of channels.

3. Two 10"-15.3 lb channels are welded together as shown in the figure. Find the moment of area of the upper channel about the horizontal centroidal axis xo of the entire section. Use Table 6-6.2 on page 199 of your textbook for the properties of channels.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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