Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
Chapter 3, Problem 18P
To determine
Calculate the support reactions for the given structures.
Expert Solution & Answer
Trending nowThis is a popular solution!
Students have asked these similar questions
Please provide a handwritten solution to the question
-K408-50/40-
-840 cm-
-610-
K107-50/40-
K101-25/50
25
-620 cm-
25
N101
(10140)
K103-50/40-
K109-50/40---
K102 25/50
25
620
25
N102
10/40
N103
(1040)
SORU 1: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101,
N102, N103 hacimleri sınıf olarak kullanılacaktır.
Malzeme:C30/37-B500C
Kaplama: mozaik karo
Şantiye denetimi iyi.
Dolgu (asmolen): en hafif gazbeton blok
Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır.
a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz.
b)Tüm kirişlerin yüklerini hesaplayınız.
A
K105-25/50
B
K106 25/50
K111 50/40
12.5
K110-50/40---
K104-50/40
Boşluk
K112 25/50
12.5
22
Please provide a handwritten solution to the question
Chapter 3 Solutions
Structural Analysis
Ch. 3 - Prob. 1PCh. 3 - Prob. 2PCh. 3 - Prob. 3PCh. 3 - Prob. 4PCh. 3 - Prob. 5PCh. 3 - Prob. 6PCh. 3 - Prob. 7PCh. 3 - Prob. 8PCh. 3 - Prob. 9PCh. 3 - Prob. 10P
Ch. 3 - Prob. 11PCh. 3 - Prob. 12PCh. 3 - Prob. 13PCh. 3 - Prob. 14PCh. 3 - Prob. 15PCh. 3 - Prob. 16PCh. 3 - Prob. 17PCh. 3 - Prob. 18PCh. 3 - Prob. 19PCh. 3 - Prob. 20PCh. 3 - Prob. 21PCh. 3 - Prob. 22PCh. 3 - Prob. 23PCh. 3 - Prob. 24PCh. 3 - Prob. 25PCh. 3 - Prob. 26PCh. 3 - Prob. 27PCh. 3 - Prob. 28PCh. 3 - Prob. 29PCh. 3 - Prob. 30PCh. 3 - Prob. 31PCh. 3 - Prob. 32PCh. 3 - Prob. 33PCh. 3 - Prob. 34PCh. 3 - Prob. 35PCh. 3 - Prob. 36PCh. 3 - Prob. 37PCh. 3 - Prob. 38PCh. 3 - Prob. 39PCh. 3 - Prob. 40PCh. 3 - Prob. 41PCh. 3 - Prob. 42P
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- Please provide a handwritten solution to the questionarrow_forwardPlease provide a handwritten solution to the questionarrow_forward-840 cm- K107-50/32 610- K108-50/32- 2 25 -K103-50/32- N101 (10132) K409-50/32-- 25 K101-25/50 620 cm 257 K102-25/50 25 620 25 N102 Şantiye denetimi iyi. B K105 25/50 - SORU 2: Yan yana derzle ayrılmış bloklardan oluşan bir okulun bir bloğuna ait +3.20 ve +6.40 m kotları kalıp planı verilmiştir. N101, N102, N103 hacimleri sınıf olarak kullanılacaktır. Malzeme:C30/37-B500C Kaplama: mozaik karo fad: 20 fid: 434.78 Dolgu (asmolen): en hafif gazbeton blok Duvar: 1 aksi kirişleri ile K104, K105, K110 ve K112 kirişleri üzerinde 25 cm lik dayanımı düşük gaz beton duvar vardır. a)Döşeme statik ve betonarme hesaplarını yaparak gerekli çizimleri veriniz. b)Tüm kirişlerin yüklerini hesaplayınız. A K110-50/32- K104-50/32- 12.5 K111 50/32 K106 25/50 Boşluk K112 25/50arrow_forward
- : +0 العنوان solle не A 4 يكا +91x PU + 96252 A heavy car plunges into a lake during an accident and lands at the bottom of the lake on its wheels as shown in figure. The door is 1.2 m high and I m wide, and the top edge of the door is 8 m below the free surface of the water. Determine the hydrostatic force on the door if it is located at the center of the the do strong pen , and discuss if the driver can open the door, if not; suggest a way for him to open it. Assume ong person can lift 100 kg, the passenger cabin is well-scaled so that no water leaks inside. The door can be approximated as a vertical rectangular plate ---20125 750 x2.01 Lakearrow_forwardPlease provide a handwritten solution to the question.arrow_forwardPlease provide a handwritten solution to the question.arrow_forward
- Section A-A B) Compute the static safety factor for the cantilever as shown in the figure. 80 mm 20 mm thick 40° 4.2 kN -400 mm-arrow_forwardPlease answer fast.arrow_forwardFind: The equivalent horizontal force acting on the retaining wall. Surcharge: q=20kPa Ym=16kN/m³ 3 m Q'=32° Loose Sand c'=0 Groundwater table 6 m Ym-19kN/m³ 4'=38° Dense Sand c'=0 Frictionless wallarrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you