Determine the resultant internal loadings at C | Example 1.1 | Mechanics of materials RC Hibbeler

[@BG-uf8kh]

Another good example 🎉

[@engradnanrasheedmechanical]

thank you brother 👨

[@adelabuidris6292]

Sir, please, what equipment and software do you use to make these videos . Also, can you start structural analysis by hibbeler ​@engradnanrasheedmechanical

[@engradnanrasheedmechanical]

I am doing it on Apple ipad and software is Goodnotes. Whenever I get free time I shall start different subjects

[@htethtethtun1695]

Thank you

[@engradnanrasheedmechanical]

You are welcome 🌹

[@abubakkar3665]

sir i think you calculated w wrong you calculated it 180 and i calculated it 540

[@engradnanrasheedmechanical]

W is correct but it should be 270/9=w/6 so w= 180

[@unzilakhan9610]

why didn't you take point load in the center of the beam?

[@engradnanrasheedmechanical]

It triangulat load when converted into point load it will not act in the mid , it will act L/3 from denser side where magnitude is maximum and 2L/3 from other side.