F -2 m- 40 kN 50 kN -2 m- -2 m- E D G H I A C 1.5 m 1.5 m -30 kN B 40 kN 1.5 m

GIVEN: Cantilever beam, loading and T cross-section 120 kN 24 mm Yoomm ref. avis. + 240 mm- 40 mm REQ'D: A) Vn a) Vm=+120 KN b) Va-120 kN c) Va+288 kN d) Vm =-288 kN B) Ma а) М.а+120 KN-m b) Ma --120 kN-m c) Maas+288 kN-m d) Maas =-288 kN-m C) Centroid location, F (measure from bottom) a) 110 mm b) 130 mm c) 220 mm d) 305 mm D) Moment of inertia about the neutral axis, INA а) 129 х 10% пm* b) 285 x 10 m c) 517 x 10 m d) 362 x10* m E) Calculate the maximum compressive bending stress. Where does it occur in the beam depth? A. bottom B. top C. NA D. top & bottom

Eniversity of Kuta College of Eng ivil Deya (76) Meclanie Staticr (lass Chupter Twe Forve System 4- Determine the resultant force and specify where it acts on the beam measured from A. F4-37. Determine the resultant force and specify where it acts on the beam measured from A. 9kNim 6kNim 200 Ib/h 500 th 150 Ih 1 B- 3m 15m -3 3n F4-37 F4-4 F4K Determine the resultant force and specify wbere it FHL Determine the resultant force and specify where it acts on the beam measured from A. acts on the beam measured from A, 150 Ib 6kNim 3KN 4.5m 15m F4-38 4-39. Determine the resultant force and specify where it acts on the beam measured from A. 6KNim Eniversitr of Kufa College of En iril ep (77) Mectanie Statie (lass Example: Figure (a) shows two position forces of magnitudes A=60 lb and B=100 lb. Determine the result 78/258

The compound beam ABCDE shown in the figure consists of two beams (AD and DE) joined by a hinged connection (or moment release) at DJ The moment release can transmit a shear force but not a bending moment. Draw the shear-force and bending-moment diagrams for this compound beam.