1. In the CLEVIS shown, find the minimum bolt diameter and the minimum thickness of each yoke that will support a load P=400KN without exceeding a shearing stress of 300MPa and bearing stress of 140MPa. Need Free Body Diagram. Figure, YOKES 2. In the figure shown, the rigid beam BC is supported by rods (1) and (2) that have cross-sectional areas of 175mm² and 300mm², respectively. For a uniformly distributed load of w=15kN/m, determine the normal stress in each rod. Neglect the beam's weight. Need Free Body Diagram. Figure, B w 15 kN/m 1.8 m L=3m (2)

1. In the CLEVIS shown, find the minimum bolt diameter and the minimum thickness of each yoke that will support a load P=400KN without exceeding a shearing stress of 300MPa and bearing stress of 140MPa. Need Free Body Diagram. Figure, YOKES 2. In the figure shown, the rigid beam BC is supported by rods (1) and (2) that have cross-sectional areas of 175mm² and 300mm², respectively. For a uniformly distributed load of w=15kN/m, determine the normal stress in each rod. Neglect the beam's weight. Need Free Body Diagram. Figure, B w 15 kN/m 1.8 m L=3m (2)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

200mm Strain gauge F mun +100m 200mm- 4mm Strain gauge 4mm 12mm 12mm 4mm A small T-section is used in inverted positions as a beam and is shown in figure over a span of 400 mm. If due to the application of forces shown, the longitudinal strain gauge at F registers a compressive strain of 1500 microstraints, determine the magnitude of P. Take E = 200 GPa.
A loaded pin-jointed truss is shown in the given figure. The force in member AC is (a) 10 √2 kN (Tensile) (c) zero 20 kN 10 kN C F A TITTT 3 m G D H 3 m K 3 m * ВУ ΟΤΙΣΣ (b) 10 √2 kN (Compressive) (d) 10 kN (Tensile) 3 m
P5 The pin-connected structure shown in the figure consists of a rigid beam ABCD and two supporting bars. Bar AE is an aluminium alloy [EAE 70 GPa] with a cross-sectional area of AAE = 2,400 mm². Bar CF is a bronze alloy [ECF = 100 GPa] with a cross-sectional area of ACF = 6,000 mm². A downward load P=298 kN is applied at point B. Determine the normal stress created in bras AE and CF. E 2.9 m 0.8 m B P 1.5 m 3.3 m 1.2 m D
The force in DB of the truss shown in below figure is W 5m 2W 5m W B. O 5 W tension O vW tension 2 W compression O v3 W compression
Q4/ For the lower limb prosthesis figure 1 below, find the maximum stress at point (A) due to the ground reaction force which can reach to 875N. The shank cross section area dimensions are (inner D=20mm, outer D=24mm), the distance between the ground reaction force and the socket center is 1.5cm. A TUBE IS VERTICAL FOOT IS FLAT 2-3 PLUMBLINE IS MEDIALLY DISPLACED
Use 3 decimal places
A portal frame shown in figure (not drawn to scale) has a hinge support at joint P and a roller support at joint R. A point load of 50 kN is acting at joint R in horizontal direction. The flexural rigidity El, of each member is 10° kNm?, under the applied load, the horizontal displacement (in mm, round off to 1 decimal place) of joint R would be 5 m EI EI 10 m R 50 kN
Beam AB is supported as shown in the figure. Tie rod (1) is attached at B and C with double shear pin connections, while the pin at A is attached with a single shear connection. The pins at A, B, and C each have an ultimate shear strength of 57 ksi, and tie rod (1) has a yield strength of 33 ksi. A concentrated load of P = 14 kips is applied to the beam as shown. A factor of safety of 2.4 is required for all components. Determine: (a) the minimum required diameter for tie rod (1). (b) the minimum required diameter for the double shear pins at B and C. (c) the minimum required diameter for the single shear pin at A. 6.7 8 in. 3.8ft (2) 8.5ft