01 Show free body diagram of the given frame. Draw shear force and bending moment diagram of one horizontal and one vertical members. 2k per ft. 12k 12 ft 5. ft 3 ft 10 ft E t faies as check Am viets abfu Friday of YOU ww.c assied and Sundsbechal to dieter RECEPTO

01 Show free body diagram of the given frame. Draw shear force and bending moment diagram of one horizontal and one vertical members. 2k per ft. 12k 12 ft 5. ft 3 ft 10 ft E t faies as check Am viets abfu Friday of YOU ww.c assied and Sundsbechal to dieter RECEPTO

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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Question

01
Show free body diagram of the given frame. Draw shear force and bending moment diagram of
one horizontal and one vertical members.
2k per ft.
12k
12 ft
5. ft
3 ft
10 ft
E
t
faies as check
Am
viets
abfu
Friday of
YOU
ww.c
assied and
Sundsbechal to dieter
RECEPTO

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Question 5 SITUATION 2 Using the Portal Frame Method: 36 kN B 10m 8m A 21-25) Determine the Shear force on Column CD. (in kN) a. 6 b. 12 C. 18 d. None of these D 10m E LL F 10m G H
PROBLEM 1 Using the loading diagram for the frame shown below, complete the following: Draw the free body diagrams for AB and BDE. 。 NOTE: the beam is continuous at point 'D' • Determine the reactions at 'A' and 'C' • Determine the shear, moment, and axial load at point 'X' noted on the sketch below. Point 'X' is located four feet (4'-0") above point 'A' METAL DECK OVER STEEL FRAMING EL: +16'-0" EL: +12'-0" CONCRETE RETAINING WALL- B 24'-0" 14'-0" 6'-0" 3'-0 D E EL: +0'-0" A FU C Page 2 of 4 CRANE + PULLEY SYSTEM MATERIALS "RAIL" SYSTEM EL:-4'-0"
i need the answer quickly
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i li. In. e Google Translate العربية الإنجليزية - الإنجليزية A singly reinforced beam 250x500mm in a section is reinforced with four bars of 16mm diameter with an effective cover of 50mm. Effective span of simply supported the beam is óm. Assuming f'c=2OMPA and fy=415MPA. Determine the central concentrated force that can be carried by the beam. تحويل الصوت إلى نص كاميرا العربية يتم تعزيز العارضة المقواة بشکل فردي 250 x 0 50 م م في مقطع بأربعة قضبان بقطر 16 م م مع . فعال يبلغ 50 م م. المدى الفعال ل لشعاع المدعوم ب بساطة هو m. بافتراض fc = 20MPa و = fy 415MPA. حد د القوة المركزية المركزة التي يمكن أن تحملها الحزمة. elbi %3D %3D ytmu taeziz alearidat almuqwat bishakl fardi 250 * 500 mima fi .
1. The brid g e is constructed as three -h in ged trussed arch. Determ in e the horiz ontal and vertic al com ponen ts of reactio n at the hin ges (p in s) at A, B, and C. The da shed m em ber DE is in tended to carry no force. Sum m arize your answers as shown below. Required Va lu es Answer A v A h Bv Bh Cv Ch 300 kN 100 kN 100 kN 200 kN. 200 kN. D3 m E B 30 m hi 10m10 m10m10 m10 m10 m 10 m10 m
Method of Joints
determine the stiffness k of each spring so that the 30-N force causes the bar to tip angle = 15 degrees when the force is applied. Originally the bar is horizontal and the springs are unstretched. Neglect the weight of the bar. and the springs are 15 unstretched. Neglect the weight of the bar. app C - 1 m 30 N wwww B k 2m Probs. 5-39/40 wwww
NEED COMP FAST
TTT A :The shear diagram for this beam is 7m 13m 9kN B
Solve Q3 only
Q6: If the cretical load for a Two ends fixed coulmn is 60 kN, what s the critical load for the other ends support conditions : ( show your . calculations ) a. One fixed end and one free end (flage pole )? b. Two ends pinned.? c. One fixed end and the other is pinned.?