300 x-300 column 500 original ground level 750 6R8-225 300 200 damp proof membrane 4Y20. 125 concrete bed [50 hardcore 25 lean concrete SECTION OF PAD FOOTING.(not to scale) How many links in the above single column construction? A. 5 nos B. 6 nos C. D. 4 nos 7 nos

Q: )fer the beam Shown. Paw 6FD ond BMD raw bending stN ss, elist. at mnx.VC"M." ISKN/m le 120 31,4 40…

A:

Q: Determine the internal force system acting on section 1 by analyzing the FBD of (a) segment AD; and…

A: Given Data  Find internal force system acting on the section 1 by considering a. Segment AD  b.…

Q: Estimate the safe inclined lDad as shown in Fig. Ex. 10.3. The rivets are 22 mm D, eight in number…

A:

Q: 0000 5 KN B AB BC CD DE M Identify the ZERO Force members for the truss L FG GH KL DF НІ OHI OUJ JK…

A:

Q: Connection 1 2 Cannection 2 4 Rigid) siven 4 Types of Internal Connections (Moment release, Shear…

A: Connection1 :It shows shear release internal connection ,as there is the  transfers of shear forces…

Q: so that th

A: solution of problem is below:

Q: Rectangular column cages, fabricated off-site, arrive on the construction site on a flatbed trailer.…

A: Rectangular column cages are prefabricated reinforcement used for complex reinforcement fittings and…

Q: Roof framing plan of single story building with the following configuration is shown: a.…

A: Given- Roof framing plan as shown-

Q: A reinforced concrete beam which is 300 mm wide and 650 mm deep is required to span 6.0 m between…

A:

Q: c) Show the computed shear and over-turning moment on the following graphs. FR F5 F4 F3 F2 BASE…

A: Here, It is given the computed data of  building base shear and Overturning moment at Base of the…

Q: Homework: For the arch shown, draw (NFD), (SFD) and (BMD). Ar Av 10kN/m B R=8m Су Cx

A:

Q: Identify the twp-force members in this frame. 192 N 1.25 m C ID 3. 1.75 m 3. IE F -2 m 2 m Select…

A: A two force member consists of two hinges or pins at both ends and has no external load in between…

Q: Draw SFD and BMD for the single side overhanging beam subjected to loading as shown below. Mark…

A:

Q: 10 KN 15 KN 10 KN D. 0,9 m 0.9m A 1.2m 1.2m 1.2m

A:

Q: (n) 1,6k(1 30¹ # 40' AD Draw show & Moment diagrams A ZO #

A:

Q: 4okN /20 kN 2o kulm 11197191 7. set the internel forces eguetims 1- AD 2- DB 3- EF Draw S.F.D. Chd…

A: Set the internal forces equations in zones 1- AD 2- DB 3-EF Draw S.F.D. and B.M.D.

Q: 10 kN/m B 3 m 20 KN to C 10 m 3 m 1 D

A:

Q: 1. Determine whether each of the beamsand framesbelowareexternally deteminate, indeterminate,…

A: Given data in question  Beams To find out  Structures are indeterminate,  determinate ir unstable.…

Q: 5. DETERMINE Pmax ¿ Fy s |2.25"| Pu (max) Member C12 x 25 Fy = 50 ksi

A:

Q: Q5. Determine the resultant force on the Gusset Plate. -6 KN F-4 KN 888 888

A: Hi! Thank you for the question As per the honors code, We’ll answer the first question since the…

Q: . b. 15" Calculate the weight of a 1'-0" length of the following materials. 3-1/8" 15" 12",3" 4" 40"…

A: To find the weight of one foot length of the given materials. L= 12”D1, Density of Glued-laminated…

Q: 5 20 kN/m B 15 kN/m 10 m 10 m C

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: Q- Undesirable to use ..in the region of high water ground level due to high costly of discharge of…

A: Option D is correct  Wall footing

Q: Draw AFD ,SFD an BMD for frames below

A: Two frames with loading as shown given. To determine the AFD, SFD, and BMD. Now, Degree of static…

Q: HWK 4-1.2-2 Find length, h, in inches of bronze post if beam must remain level. 10k/f 1' 1.5" x 1.5"…

A: The axial deformation of any member depends upon its length, area of cross section , modulus of…

Q: Given a 9ft long column, which is fully Fixed in both directions at the bottom and is free to side…

A: Step 1:Step 2:Step 3: Step 4:

Q: The second level (framing plan below) of a reinforced concrete building used as light storage area…

A: Given:  fc = 35 MPa fy= 415 MPa b = 300 mm h = 750 mm Slab-1 length 7.6 m Slab-1 width 3 m

Q: Problem 1 Tor the beam shown i Arow BMD, and drow SFD. tig.l, salve for venations, draw FBD to kN…

A: A beam is the compression member where the effect of loading results in inward direction load by the…

Q: Using LRFD and A-50 steel, determine the maximum load Pu that the system below can carry. Assume…

A: We have to determine the value of maximum load Pu that the system can carry as shown in figure and…

Q: No.3 No.10 bars -13 in. Minimum cover thickness per ACI 318-19 is 1.5 in. Flexural steel: four No.…

A: Minimum cover thickness: It is defined as the minimum thickness of concrete between the surface of…

Q: 2. Find the tension in the cables in the structure below. ( THIS IS AN EAM. DO NOT DUR THIS IS AN…

A: To determine the tension force in each cable. For that calculate the unit vector along the…

Q: slope-De f liction Method Find the Fixed Enl Moments CFEM) 2 Mb(20-6) Ma(zb-a)

A:

Q: Need ASAP. 4m B-10 B-2 B-3 Live load 2.4kPa = 4m B-10 B-6 B-9 B-4 2m B-11 B-5 The framing plan as…

A:

Q: Determine the LRFD & ASD please indícate step and refrence if numbers obtained from manual  Answer…

A:

Q: lo05/ A timber beam bomm by 250mms rein forced at the botton only by a steel Plate, es Skonn infig-…

A: From the Given Data:

Q: 20 kN 40 kN Draw SFD B.M.D lom lom 20 m 20m on sider reaction at t support B as redundant

A: Given data:

Q: plates. Additional connection requirements are given for other built-up compression members compesed…

A: The given figure is shown below:

Q: 4 m 3 m A 25 kN/m B 20 kN 7m D 3 m 3 m 4 m 100 C kN E

A: Given:- To find:- Axial force diagram, shear force diagram and bending moment diagram.