HELP!! The answer isnt increase LOAD RATINGS IN LBS. WITH OUTRIGGERS EXTENDEDLOADED BOOM ANGLEBOOM LENGTH27 FT 34 FT43 FT 52 FT 1057736000*10 66 21100* 7115 54 15100 6220 39 11100* 5125 17 7900* 403023354045505560650 70000450NOTE: STRUCTURAL STRENGTHRATINGS ON CHART ARE INDICATEDWITH AN ASTERISKS (*)LOADED BOOM ANGLERETRACTED 24 FT. JIBEXTENDED 40 FT. JIB17100* 75 16000* 7814000* 6812100 7210100 617700* 536500* 443316decreasesBASEincreases9100 667100* 616100 544800 473500 382792NDnone of theseremains the same15700*11100 758600 716900* 665600 604700 544100 483250 412950 33233RD(TIP)61 FT 70 FT10800 778200* 736600* 695300* 644600* 603900 553200 492800 4425009600*7300*5900*49004150 OVERHAUL BALL: 125 LBS3550305026502350190017000 140017520002000 50000 3000 0 2400 05000360260230JIB CAPACITIES FOR ALL BOOM LENGTHSVERIFY OPERATIONAL MODE SETTING ON LMI DISPLAY BEFORE LIFTING WITH JIB!35⁰ 40° 45° 50° 55° 60° 65° 70° 75° 80°700 825 1000 1150 1340 1600 1900 2300 3100 4160520 580 650 730 810 930 1080 1400 1810 2260AREA OFOPERATION372919DO NOT OPERATE IN THISAREAWTHOUT OPHONALFRONT STABILIZERDEDUCTIONS FROMRATED LOADS FORHANDLING DEVICES1 SHEAVE LOADBLOCK 200 LBS.Identify the trend:As the operating radius increases, as the boomlength increases, as the boom angle increases,the maximum load_2 SHEAVE LOADBLOCK 230 LBS.AUX. SHEAVE 50 LBS.BOOM RETRACT LOADSTOWED JIB DEDUCTION

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Answered: Identify the trend: As the operating…

Identify the trend: As the operating radius increases, as the boom length increases, as the boom angle increases, the maximum load_ decreases increases remains the same none of these

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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Design Team

Any building construction project is considered under the specialized area of structural engineering. Structural engineering is a sub-domain of civil engineering. Before building a construction project, the first and foremost important step is design and analysis. The design of a building involves performing a detailed drawing of the building to be constructed. The design engineers draw either by traditional hand drafting techniques or by using sophisticated computer-aided design (CAD) software. The design of the building is done to scale that includes all the features like beams and columns placement, wall structure, door and window placement, their respective dimensioning, etc. The design of the building is analyzed for durability, strength, and ability to withstand various forces, including forces of nature like aerodynamic forces.

Question

HELP!! The answer isnt increase

LOAD RATINGS IN LBS. WITH OUTRIGGERS EXTENDED
LOADED BOOM ANGLE
BOOM LENGTH
27 FT 34 FT43 FT 52 FT 10
5
77
36000*
10 66 21100* 71
15 54 15100 62
20 39 11100* 51
25 17 7900* 40
30
23
35
40
45
50
55
60
65
0 70000
450
NOTE: STRUCTURAL STRENGTH
RATINGS ON CHART ARE INDICATED
WITH AN ASTERISKS (*)
LOADED BOOM ANGLE
RETRACTED 24 FT. JIB
EXTENDED 40 FT. JIB
17100* 75 16000* 78
14000* 68
12100 72
10100 61
7700* 53
6500* 44
33
16
decreases
BASE
increases
9100 66
7100* 61
6100 54
4800 47
3500 38
27
9
2ND
none of these
remains the same
15700*
11100 75
8600 71
6900* 66
5600 60
4700 54
4100 48
3250 41
2950 33
23
3RD(TIP)
61 FT 70 FT
10800 77
8200* 73
6600* 69
5300* 64
4600* 60
3900 55
3200 49
2800 44
2500
9600*
7300*
5900*
4900
4150 OVERHAUL BALL: 125 LBS
3550
3050
2650
2350
1900
1700
0 1400
175
2000
200
0 50000 3000 0 2400 0
5000
360
260
230
JIB CAPACITIES FOR ALL BOOM LENGTHS
VERIFY OPERATIONAL MODE SETTING ON LMI DISPLAY BEFORE LIFTING WITH JIB!
35⁰ 40° 45° 50° 55° 60° 65° 70° 75° 80°
700 825 1000 1150 1340 1600 1900 2300 3100 4160
520 580 650 730 810 930 1080 1400 1810 2260
AREA OF
OPERATION
37
29
19
DO NOT OPERATE IN THIS
AREAWTHOUT OPHONAL
FRONT STABILIZER
DEDUCTIONS FROM
RATED LOADS FOR
HANDLING DEVICES
1 SHEAVE LOAD
BLOCK 200 LBS.
Identify the trend:
As the operating radius increases, as the boom
length increases, as the boom angle increases,
the maximum load_
2 SHEAVE LOAD
BLOCK 230 LBS.
AUX. SHEAVE 50 LBS.
BOOM RETRACT LOAD
STOWED JIB DEDUCTION

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