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About • P2 = 16 kN is the shear force at section due to applied 16 kN. . 22 KN and Pola Greates a Bending moment => 12 * ko =2640 kW- is Por, = 22kN the anial load . at section. 35 kn.m moment will creates Bending moment at section.
That 1., 16 KN fome Causes Bonoling moment of Soo kw-mm Bending stress at B. ( Tewile stress). is IG KN force also Greates shear force On дес Gross section that is shear stress. ZzkN fone along x-direction breaks Beuling moment Compressive stress 2640 knomm that means 8. CS Scanned with CamScanner
(Temsile stress) 1 35 kv.m momon- Greates Bending stress that is Compressive stress 3200 kw.man 2440 kn 2. 35ewm G >22KN. 16kn. forces at B => 22 KN (Anical tensile load). 16 KN ( shear load ) :( Temsite load ) moment in clockwise derece 2640 kwa ms compreni te lood) moment in cow.cireston 35 kw.m (Comprasive loud) moment m ew.
Cromaton 3200 KN 28=7mm 3. Bonding stress at B (05) MX2 d= 14mm. IVA Neutral M= 2640 kn-mm. B 05) 2640x00 x 7 'Anis. /105.74 (14) 1885.74 4 9.8 km (compresive stron) CS Scanned with CamScanner
(That's 9.8 +11.87 - 19.9 +0.145 = 727.684 Ranaume (compresive). (og det decim ats no normal stress in y and a clineet { There is (oz Dato Tout B = 0 Ľ Shear strey at B Amis is equal to zero. because pomt at Extreem and fiber shear stress manimum at Newtral arts Tuy the Shear in yodirections in se plane There is no shear in y. donetion Tay = 7x2 But at point Tyz = 0. CS Scanned with thing in Average 16 kn 50.104 { (14) shean TSGUCT