Answered: F -2 m- 40 kN 50 kN -2 m- -2 m- E D G H…

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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PROBLEM NO. 4 CALCULATE THE REACTIONS AND DRAW THE SHEAR AND MOMENT DIAGRAM OF EACH BEAM USING AREA METHOD ONLY. 2 kip/ft 30 kip-ft B -5 ft -5 t -5 ft
None
4.5.12 OIC Section Properties Write functions for A, I, c, radius of gyration. Each function works for the three sections below. Example Function name: OICSEC_A() • OICSec_() Etc. 을 + 12 BIP - bhs V, 12(BII-bh) BII -- bha 6/1 - 8
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
T=10.38 kNm
1K 2K 1K 60° 60° 60° 60° 10 60° 60° 10 OE 10' G. 5 K Solve for member FG.
Determine the load capacity of the one-way uni- formly loaded continuous slab shown in Fig. 14.9, using the method of virtual work. The resisting moments of the slab are 5.0, 5.0, and 7.5 ft-kips/ft at A, B, and C, respectively.
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
Kindly please answer the following problem with the step by step solution and FBD. Thank you.
DB T C BOXLIGHT COLLE Swounded to O e | E23-24/5d2qz.pd WF10 kN/m (excluding self-eight) WI-20 kN/m 2m 1 aff O Search Q-B/Find the maximum value of) for the beam shown below, use f=35 MPa and fy=400 MPa P₁ = 4 KN Pu=? KN 1 625 mm 6 988 80 300 mm 4025 L -(t 10 mm (stirrup
Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given: Determine the spacing, in mm, of rivets on the steel plate.
Check the beam(350x800mm) for bending moment to carried the loads shown in the figure below,usefe 22MPafy-414MPa,d-90mm. Pu-250kN Wu-70kN/m Pu-250KN 4025mm -3.5m-3.0m- -3.5m1 8032mm 1.5 -1350mm-

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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