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(a) A cube of concrete 100 mm on each edge is compressed in two perpendicular directions by forces P = 67 kN. Determine the c

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Two I (perpendicular direction - Compressive fire alts of this tries deform the length along given direction son Strain Ex =Ex - 6.7 - (0:1 6.7 26x103 26x103 6. 26x103 ) [01-2) Ex - -2.32x10-4 L → w - 2.3 2 x 10-4 (due to same expression) » Ez2 1 --4.1247 810-4 Volume of cabe = 103 - (100) (mm) 106 3 mm OVE -4.1244 x 10-4 X10% (mm? Cou - 4.12478 102 mm لا 4 (8 the much vSE P [(el AE (S.E.) (U) = 1 P2L 2 AE Now there are in 2 direction force auts oldustonolood) (SE) - (5.81, + st! +\/ P2L Nl- PTatal = 1726.538 N-mm Cute Utatal z 1-7 26 Nom Ans (6) Criven data (urmpal 16 MPa (6 6 MPa] Tx = 16 MPa Tenul) yz - 48MPa (coPut the values of stresses in above Equation 16 - 48 (16+4812 + GARDE + 6012 12 2 2 E - 16 + [s 0,2 (381² + (6012 Take one tifor finding principal planes stan 20p 2 Txy (formula for principal Jx-ry plane Put the values tam 20p 2 X 6o (16+48) 20p = fa

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